report rumah tinggal 3 lantai

PERHITUNGAN STRUKTUR

RUMAH TINGGAL

TOMANG, JAKARTA BARAT

April 2015

1

1. Outline Bangunan

1. Nama Proyek

Rumah Tinggal 3 Lantai

2. Perencana Struktur Ir. Mulyana , SIPTB No : 0238/P/K-A/DPPB/I-2014

3. Lokasi Site : Jl. Pulo Macan, Tomang, Jakarta Barat

4. Peruntukan

Rumah Tinggal

5. Dimensi

Luas Gedung : 5.5 x 14 m2

2

2. Kriteria Disain dan Spesifikasi

1 Standar Disain

- ACI-318 – 2002- AISC LRFD 2003- Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung

( SNI 03-1729-2002 )- Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung

( SNI 03-2847-2002 )

2 Program Komputer

- Software yang digunakan : StaadPro 2007 ( Research Engineers International / Bentley )

3 Spesifikasi Material

- Beton Fc’ = 25 MPa

- Baja Tulangan

Mutu Baja Tegangan Leleh PenggunaanBJTD-40 Fy = 4000 kg/cm2 Struktur utama

- Baja Profil

Mutu Baja Tegangan Leleh PenggunaanSS-400 Fy = 2400 kg/cm2 Struktur utama

3

ISOMETRIK BANGUNAN

4

PEMBEBANAN

BEBAN MATIBeban Atap (Rafter)Atap Seng = 0.10 kN/m2Gording = 0.05 kN/m2 Total = 0.15 kN/m2

Beban Plafon = 0.15 kN/m

BEBAN HIDUPBeban Hidup Atap (Air hujan) = 0.20 kN/m2

BEBAN ANGINTekanan Angin = 0.25 kN/m2

ANALISIS STRUKTUR

Struktur bangunan gedung dimodelkan sebagai portal 3 dimensi, dimana beban-beban yang berasal dari atap diterima oleh portal baja (kolom dan rafter). Sedangkan untuk membuat struktur mempunyai kekuatan pada sumbu minor kolom, maka tiap kuda-kuda dihubungkan oleh ring beam disamping kekuatan tambahan oleh struktur gording.

Profil yang digunakan :

Kolom : K1 = 15 x 20K2 = 15 x 15

Balok : B = 15 x 20

Ring Balok : RB = 15 x 20RB = 15 x 20

5

PENOMORAN JOINT

PENOMORAN BALOK / KOLOM

6

Beban Mati

Beban Hidup

7

Beban Angin (Dari Kiri)

Beban Angin (Dari Kanan)

8

INPUT DATA - STAADPRO

STAAD SPACE DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXFSTART JOB INFORMATIONENGINEER DATE 04-Apr-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 693534 0.000269621 89868.9; 2 693534 3.00027 89868.9;3 693534 0.000269621 89865.9; 4 693534 3.00027 89865.9;5 693534 0.000269621 89858.6; 6 693534 3.00027 89858.6;7 693534 0.000269621 89857.1; 8 693534 3.00027 89857.1;9 693536 0.000269621 89868.9; 10 693536 3.00027 89868.9;11 693536 0.000269621 89865.9; 12 693536 3.00027 89865.9;13 693536 0.000269621 89860.9; 14 693536 3.00027 89860.9;15 693539 0.000269621 89868.2; 16 693539 3.00027 89868.2;17 693539 0.000269621 89865.9; 18 693539 3.00027 89865.9;19 693539 0.000269621 89860.9; 20 693539 3.00027 89860.9;21 693535 0.000269621 89858.6; 22 693535 3.00027 89858.6;23 693535 0.000269621 89857.1; 24 693535 3.00027 89857.1;25 693539 0.000269621 89858.6; 26 693539 3.00027 89858.6;27 693539 0.000269621 89857.1; 28 693539 3.00027 89857.1;29 693536 3.00027 89868.2; 30 693537 3.00027 89860.9;31 693537 0.000269621 89858.6; 32 693537 3.00027 89858.6;33 693536 3.00027 89857.1; 34 693537 3.00027 89857.1;35 693536 0.000269621 89868.2; 36 693536 0.000269621 89863.4;37 693536 3.00027 89863.4; 38 693539 0.000269621 89863.4;39 693539 3.00027 89863.4; 40 693536 0.000269621 89862.4;41 693536 3.00027 89862.4; 42 693534 0.000269621 89862.4;43 693534 3.00027 89862.4; 44 693537 3.00027 89863.4;45 693537 0.000269621 89860.9; 46 693537 0.000269621 89863.4;47 693536 0.000269621 89858.6; 48 693536 3.00027 89858.6;49 693536 0.000269621 89857.1; 50 693537 0.000269621 89857.1;51 693535 0.000269621 89857.9; 52 693535 3.00027 89857.9;53 693536 0.000269621 89857.9; 54 693536 3.00027 89857.9;55 693534 6.00027 89868.9; 56 693534 6.00027 89865.9;57 693534 6.00027 89858.6; 58 693534 6.00027 89857.1;59 693536 6.00027 89868.9; 60 693536 6.00027 89865.9;61 693536 6.00027 89860.9; 62 693539 6.00027 89868.2;63 693539 6.00027 89865.9; 64 693539 6.00027 89860.9;65 693535 6.00027 89858.6; 66 693535 6.00027 89857.1;67 693539 6.00027 89858.6; 68 693539 6.00027 89857.1;69 693536 6.00027 89868.2; 70 693537 6.00027 89860.9;71 693537 6.00027 89858.6; 72 693536 6.00027 89857.1;73 693537 6.00027 89857.1; 74 693536 6.00027 89863.4;75 693539 6.00027 89863.4; 76 693536 6.00027 89862.4;77 693534 6.00027 89862.4; 78 693537 6.00027 89863.4;79 693536 6.00027 89858.6; 80 693535 6.00027 89857.9;81 693536 6.00027 89857.9; 82 693534 9.00027 89868.9;84 693534 9.00027 89860.1; 85 693539 9.00027 89860.1;86 693534 9.00027 89858.6; 87 693539 9.00027 89858.6;88 693534 9.00027 89857.1; 89 693539 9.00027 89857.1;90 693536 9.00027 89858.6; 91 693536 9.00027 89860.1;94 693539 9.00027 89868.2; 95 693534 6.00027 89860.1;96 693536 6.00027 89860.1; 97 693539 6.00027 89860.1;98 693536 9.00027 89868.9; 99 693534 9.00027 89865.9;100 693534 9.00027 89862.4; 101 693536 9.00027 89857.1;102 693539 9.00027 89865.9; 103 693539 9.00027 89863.4;106 693534 9.30027 89858.6; 108 693534 9.30027 89868.9;114 693534 11.0003 89863.7; 116 693534 9.30027 89862.4;118 693534 9.86694 89860.3; 119 693534 10.4336 89862;120 693534 9.30027 89860.6; 121 693534 9.30027 89865.1;122 693534 9.86771 89867.1; 123 693534 10.4328 89865.4;124 693534 9.30027 89866.9; 125 693534 9.00027 89860.6;126 693534 9.00027 89865.1; 127 693534 9.00027 89866.9;128 693535 9.30027 89858.6; 129 693535 9.30027 89868.9;130 693535 11.0003 89863.7; 131 693535 9.30027 89862.4;

9

132 693535 9.86694 89860.3; 133 693535 10.4336 89862;134 693535 9.30027 89860.6; 135 693535 9.30027 89865.1;136 693535 9.86771 89867.1; 137 693535 10.4328 89865.4;138 693535 9.30027 89866.9; 139 693536 9.30027 89858.6;140 693536 9.30027 89868.9; 141 693536 11.0003 89863.7;142 693536 9.30027 89862.4; 143 693536 9.86694 89860.3;144 693536 10.4336 89862; 145 693536 9.30027 89860.6;146 693536 9.30027 89865.1; 147 693536 9.86771 89867.1;148 693536 10.4328 89865.4; 149 693536 9.30027 89866.9;150 693537 9.30027 89858.6; 151 693537 9.30027 89868.9;152 693537 11.0003 89863.7; 153 693537 9.30027 89862.4;154 693537 9.86694 89860.3; 155 693537 10.4336 89862;156 693537 9.30027 89860.6; 157 693537 9.30027 89865.1;158 693537 9.86771 89867.1; 159 693537 10.4328 89865.4;160 693537 9.30027 89866.9; 161 693538 9.30027 89858.6;162 693538 9.30027 89868.9; 163 693538 11.0003 89863.7;164 693538 9.30027 89862.4; 165 693538 9.86694 89860.3;166 693538 10.4336 89862; 167 693538 9.30027 89860.6;168 693538 9.30027 89865.1; 169 693538 9.86771 89867.1;170 693538 10.4328 89865.4; 171 693538 9.30027 89866.9;172 693539 9.30027 89858.6; 173 693539 9.30027 89868.9;174 693539 11.0003 89863.7; 175 693539 9.30027 89862.4;176 693539 9.86694 89860.3; 177 693539 10.4336 89862;178 693539 9.30027 89860.6; 179 693539 9.30027 89865.1;180 693539 9.86771 89867.1; 181 693539 10.4328 89865.4;182 693539 9.30027 89866.9; 183 693539 9.00027 89860.6;184 693539 9.00027 89862.4; 185 693539 9.00027 89865.1;186 693539 9.00027 89866.9; 187 693539 9.30027 89868.2;188 693535 9.00027 89868.9; 189 693536 9.00027 89868.9;192 693535 9.00027 89858.6; 193 693536 9.00027 89858.6;194 693537 9.00027 89858.6; 195 693538 9.00027 89858.6;196 693536 9.00027 89868.2; 197 693537 9.00027 89868.2;198 693538 9.00027 89868.2; 199 693538 9.30027 89868.2; 200 693537 9.3 89868.2;203 693539 9.00027 89868.9; 204 693537 3 89862; 205 693537 6 89862;206 693537 9 89864;MEMBER INCIDENCES1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18;10 19 20; 11 21 22; 12 23 24; 13 25 26; 14 27 28; 15 8 6; 16 4 2; 17 2 10;18 29 16; 19 16 18; 20 20 26; 21 26 28; 22 24 8; 23 22 6; 24 30 14; 25 31 32;26 33 34; 27 34 28; 28 26 32; 29 4 12; 30 12 18; 31 35 29; 32 29 10; 33 36 37;34 38 39; 35 40 41; 36 42 43; 37 44 39; 38 37 41; 39 41 43; 40 29 12; 41 12 37;42 41 14; 43 4 43; 44 43 6; 45 18 39; 46 39 20; 47 45 30; 48 30 20; 49 46 44;50 30 44; 51 47 48; 52 49 33; 53 14 48; 54 48 54; 55 30 32; 56 50 34; 57 32 34;58 48 32; 59 24 33; 60 22 48; 61 24 52; 62 51 52; 63 53 54; 64 52 54; 65 44 37;66 2 55; 67 4 56; 68 6 57; 69 8 58; 70 10 59; 71 12 60; 72 14 61; 73 16 62;74 18 63; 75 20 64; 76 22 65; 77 24 66; 78 26 67; 79 28 68; 80 58 57; 81 56 55;82 55 59; 83 69 62; 84 62 63; 85 64 97; 86 67 68; 87 66 58; 88 65 57; 89 70 61;90 32 71; 91 72 73; 92 73 68; 93 67 71; 94 56 60; 95 60 63; 96 29 69; 97 69 59;98 37 74; 99 39 75; 100 41 76; 101 43 77; 102 78 75; 103 74 76; 104 76 77;105 69 60; 106 60 74; 107 76 61; 108 56 77; 109 77 95; 110 63 75; 111 75 64;112 30 70; 113 70 64; 114 44 78; 115 70 78; 116 48 79; 117 33 72; 118 61 96;119 79 81; 120 70 71; 121 34 73; 122 71 73; 123 79 71; 124 66 72; 125 65 79;126 66 80; 127 52 80; 128 54 81; 129 80 81; 130 78 74; 131 82 188; 132 84 91;133 86 192; 134 88 101; 135 88 86; 136 89 87; 137 90 91; 141 55 82; 142 62 94;143 95 84; 144 96 91; 145 97 85; 146 67 87; 147 79 90; 148 57 86; 149 68 89;150 58 88; 151 59 98; 152 56 99; 153 77 100; 154 72 101; 155 63 102;156 75 103; 157 52 22; 158 54 33; 159 80 65; 160 81 72; 161 84 125; 162 85 183;163 86 84; 164 87 85; 165 90 194; 166 91 85; 168 95 57; 169 96 79; 170 97 67;172 99 127; 173 100 126; 174 101 89; 175 102 186; 176 103 185; 180 106 118;181 114 123; 182 120 106; 184 124 121; 185 116 121; 186 118 119; 187 119 114;188 114 116; 189 116 119; 190 120 116; 191 119 120; 192 120 118; 194 122 108;195 123 122; 196 124 108; 197 114 121; 198 121 123; 199 123 124; 200 124 122;201 86 106; 203 100 116; 204 125 100; 205 125 120; 206 126 99; 207 126 121;208 127 82; 209 127 124; 210 82 108; 211 128 132; 212 130 137; 213 134 128;214 138 135; 215 131 135; 216 132 133; 217 133 130; 218 130 131; 219 131 133;220 134 131; 221 133 134; 222 134 132; 223 136 129; 224 137 136; 225 138 129;226 130 135; 227 135 137; 228 137 138; 229 138 136; 230 139 143; 231 141 148;232 145 139; 233 149 146; 234 142 146; 235 143 144; 236 144 141; 237 141 142;238 142 144; 239 145 142; 240 144 145; 241 145 143; 242 147 140; 243 148 147;

10

244 149 140; 245 141 146; 246 146 148; 247 148 149; 248 149 147; 249 150 154;250 152 159; 251 156 150; 252 160 157; 253 153 157; 254 154 155; 255 155 152;256 152 153; 257 153 155; 258 156 153; 259 155 156; 260 156 154; 261 158 151;262 159 158; 263 160 200; 264 152 157; 265 157 159; 266 159 160; 267 160 158;268 161 165; 269 163 170; 270 167 161; 271 171 168; 272 164 168; 273 165 166;274 166 163; 275 163 164; 276 164 166; 277 167 164; 278 166 167; 279 167 165;280 169 162; 281 170 169; 282 171 199; 283 163 168; 284 168 170; 285 170 171;286 171 169; 287 172 176; 288 174 181; 289 178 172; 290 182 179; 291 175 179;292 176 177; 293 177 174; 294 174 175; 295 175 177; 296 178 175; 297 177 178;298 178 176; 299 180 173; 300 181 180; 301 182 187; 302 174 179; 303 179 181;304 181 182; 305 182 180; 306 87 172; 307 183 184; 308 183 178; 309 184 103;310 184 175; 311 185 102; 312 185 179; 313 186 94; 314 186 182; 315 187 173;316 94 187; 317 188 189; 318 188 129; 320 189 140; 322 197 200; 324 198 199;325 192 193; 326 192 128; 328 193 139; 329 194 195; 330 194 150; 331 195 87;332 195 161; 333 69 196; 334 196 197; 335 197 198; 336 198 94; 337 196 98;338 199 162; 339 200 151; 340 98 203; 342 203 94;DEFINE MATERIAL STARTISOTROPIC BETONE 2e+007POISSON 0.2DENSITY 24ALPHA 1e-005DAMP 0.05ISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY AMERICAN66 TO 79 90 96 98 TO 101 112 114 116 117 121 127 128 141 TO 156 201 203 205 -207 209 210 306 308 310 312 314 316 318 320 322 324 326 328 330 332 -333 PRIS YD 0.15 ZD 0.151 TO 65 80 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 -130 TO 137 157 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 -325 329 331 334 TO 337 340 342 PRIS YD 0.2 ZD 0.15MEMBER PROPERTY JAPANESE180 TO 182 184 TO 192 194 TO 200 211 TO 305 315 338 339 TABLE ST C75X40X5CONSTANTSMATERIAL BETON MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 201 203 TO 210 -306 TO 314 316 TO 318 320 322 324 TO 326 328 TO 337 340 342MATERIAL STEEL MEMB 180 TO 182 184 TO 192 194 TO 200 211 TO 305 315 338 339SUPPORTS1 3 5 7 9 11 13 15 17 19 21 23 25 27 31 35 36 38 40 42 45 TO 47 49 TO 51 -53 FIXEDSLAVE RIGID MASTER 206 JOINT 82 84 TO 91 94 98 TO 103 125 TO 127 183 TO 186 -188 189 192 TO 198 203 206SLAVE RIGID MASTER 205 JOINT 55 TO 81 95 TO 97 205SLAVE RIGID MASTER 204 JOINT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 TO 30 32 -33 TO 34 37 39 41 43 44 48 52 54 204LOAD 1 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1 LIST 1 TO 137 141 TO 166 168 TO 170 172 TO 176 180 TO 182 -184 TO 192 194 TO 201 203 TO 318 320 322 324 TO 326 328 TO 340 342MEMBER LOAD180 TO 182 184 TO 187 190 194 TO 196 287 TO 293 296 299 TO 301 -315 UNI PY -0.0825211 TO 217 220 223 TO 225 230 TO 236 239 242 TO 244 249 TO 255 258 -261 TO 263 268 TO 274 277 280 TO 282 338 339 UNI PY -0.16515 TO 23 26 TO 30 32 38 TO 46 48 53 55 57 59 60 80 TO 88 91 TO 94 97 -103 TO 111 113 118 120 122 124 125 168 TO 170 UNI GY -7.5FLOOR LOADYRANGE 3 3 FLOAD -2.88 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GY

11

YRANGE 6 6 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYMEMBER LOAD17 82 UNI GY -4.3218 83 UNI GY -6.192MEMBER LOAD131 317 340 UNI GY -4.32LOAD 2 LOADTYPE Live REDUCIBLE TITLE LLMEMBER LOAD180 181 186 187 194 195 287 288 292 293 299 300 UNI PY 0.11211 212 216 217 223 224 230 231 235 236 242 243 249 250 254 255 261 262 268 -269 273 274 280 281 UNI PY 0.22FLOOR LOADYRANGE 3 3 FLOAD -2 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 3 3 FLOAD -2 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYYRANGE 6 6 FLOAD -2 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 6 6 FLOAD -2 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYMEMBER LOAD17 82 131 317 340 UNI GY -318 83 UNI GY -4.3LOAD 3 LOADTYPE Wind TITLE WL KIRIMEMBER LOAD4 69 150 UNI GX 0.1883 68 148 UNI GX 0.66336 101 153 UNI GX 0.9132 67 152 UNI GX 0.8131 66 141 UNI GX 0.37514 79 149 UNI GX 0.09413 78 146 UNI GX 0.23810 75 UNI GX 0.334 99 156 UNI GX 0.3139 74 155 UNI GX 0.38 73 142 UNI GX 0.144LOAD 4 LOADTYPE Wind TITLE WL KANANMEMBER LOAD14 79 149 UNI GX -0.18813 78 146 UNI GX -0.47510 75 UNI GX -0.634 99 156 UNI GX -0.6259 74 155 UNI GX -0.68 73 142 UNI GX -0.2884 69 150 UNI GX -0.0943 68 148 UNI GX -0.33136 101 153 UNI GX -0.4562 67 152 UNI GX -0.4061 66 141 UNI GX -0.188LOAD 5 LOADTYPE Seismic TITLE EQ-XJOINT LOAD206 FX 14.87205 FX 59.9204 FX 37.65LOAD 6 LOADTYPE Seismic TITLE EQ-ZJOINT LOAD206 FZ 14.87205 FZ 59.9204 FZ 37.65LOAD COMB 11 1 DL + 0.3 LL1 1.0 2 0.3 LOAD COMB 12 1.4DL+1.7LL1 1.4 2 1.7 LOAD COMB 13 1.1DL+1.3LL+1.3WL(KIRI)1 1.1 2 1.3 3 1.3

12

LOAD COMB 14 1.1DL+1.3LL+1.3WL(KANAN)1 1.1 2 1.3 4 1.3 LOAD COMB 15 1.1DL+1.3LL+1.4EQ(X)+0.42EQ(Z)1 1.1 2 1.3 5 1.4 6 0.42 LOAD COMB 16 1.1DL+1.3LL+1.4EQ(X)-0.42EQ(Z)1 1.1 2 1.3 5 1.4 6 -0.42 LOAD COMB 17 1.1DL+1.3LL-1.4EQ(X)+0.42EQ(Z)1 1.1 2 1.3 5 -1.4 6 0.42 LOAD COMB 18 1.1DL+1.3LL-1.4EQ(X)-0.42EQ(Z)1 1.1 2 1.3 5 -1.4 6 -0.42 LOAD COMB 19 1.1DL+1.3LL+0.42EQ(X)+1.4EQ(Z)1 1.1 2 1.3 5 0.42 6 1.4 LOAD COMB 20 1.1DL+1.3LL+0.42EQ(X)-1.4EQ(Z)1 1.1 2 1.3 5 0.42 6 -1.4 LOAD COMB 21 1.1DL+1.3LL-0.42EQ(X)+1.4EQ(Z)1 1.1 2 1.3 5 -0.42 6 1.4 LOAD COMB 22 1.1DL+1.3LL-0.42EQ(X)-1.4EQ(Z)1 1.1 2 1.3 5 -0.42 6 -1.4 PERFORM ANALYSISSTART CONCRETE DESIGNCODE ACICLB 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342CLS 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342CLT 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342FC 25000 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342MAXMAIN 16 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 -309 311 313 317 325 329 331 333 TO 337 340 342MINMAIN 12 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 -309 311 313 317 325 329 331 333 TO 337 340 342MINSEC 10 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342TRACK 2 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342DESIGN BEAM 15 TO 24 26 TO 30 32 37 TO 46 48 50 53 TO 55 57 TO 61 64 65 80 -81 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 TO 137 157 -158 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 325 329 331 -334 TO 337 340 342DESIGN COLUMN 1 TO 14 25 31 33 TO 36 47 49 51 52 56 62 63 66 TO 79 90 96 98 -99 TO 101 112 114 116 117 121 127 128 141 TO 156 333CONCRETE TAKEEND CONCRETE DESIGNFINISH

13

293. START CONCRETE DESIGN 294. CODE ACI 295. CLB 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 296. 311 313 317 325 329 331 333 TO 337 340 342 297. CLS 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 298. 311 313 317 325 329 331 333 TO 337 340 342 299. CLT 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 300. 311 313 317 325 329 331 333 TO 337 340 342 301. FC 25000 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 302. 311 313 317 325 329 331 333 TO 337 340 342 303. MAXMAIN 16 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 - 304. 309 311 313 317 325 329 331 333 TO 337 340 342 305. MINMAIN 12 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 - 306. 309 311 313 317 325 329 331 333 TO 337 340 342 307. MINSEC 10 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 308. 311 313 317 325 329 331 333 TO 337 340 342 309. TRACK 2 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 310. 311 313 317 325 329 331 333 TO 337 340 342 311. DESIGN BEAM 15 TO 24 26 TO 30 32 37 TO 46 48 50 53 TO 55 57 TO 61 64 65 80 - 312. 81 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 TO 137 157 - 313. 158 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 325 329 331 - 314. 334 TO 337 340 342 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 8

===================================================================== BEAM NO. 15 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.40 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.71 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.73 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

14

REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 51. 0./ 3. 5/ 12 125. 0./ 28. 0./ 2. 5/ 12 250. 0./ 9. 0./ 0. 5/ 12 375. 6./ 0. 0./ 0. 12/ 4 500. 17./ 0. 1./ 0. 12/ 3 624. 24./ 0. 1./ 0. 12/ 3 749. 26./ 0. 1./ 0. 12/ 6 874. 24./ 0. 1./ 0. 12/ 6 999. 17./ 0. 1./ 0. 12/ 6 1124. 6./ 0. 0./ 0. 12/ 6 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 9

1249. 0./ 9. 0./ 0. 5/ 12 1374. 0./ 28. 0./ 2. 5/ 12 1499. 0./ 51. 0./ 3. 4/ 12

B E A M N O. 15 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 5.60 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM

AT END SUPPORT - Vu= 5.62 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM

___ 8J____________________ 1498X 150X 200_____________________ 6J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


15

1 46. 2 - 12MM 424. 2455. NO NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 10

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.91 KN-MET AT 1502.MM, LOAD 12| | REQD STEEL= 127.MM2, ROW=0.0055, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 979. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.23 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 263.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1899. 3004. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.18 KN-MET AT 3004.MM, LOAD 12| | REQD STEEL= 262.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 278. 0./ 13. 5/ 12 250. 0./ 146. 0./ 7. 5/ 12 501. 0./ 46. 0./ 2. 5/ 12 751. 30./ 0. 2./ 0. 12/ 6 1001. 87./ 0. 5./ 0. 12/ 6 1251. 123./ 0. 6./ 0. 12/ 6 1502. 136./ 0. 7./ 0. 12/ 4 1752. 123./ 0. 6./ 0. 12/ 4 2002. 87./ 0. 5./ 0. 12/ 4 2253. 29./ 0. 2./ 0. 12/ 4 2503. 0./ 46. 0./ 2. 5/ 12 2753. 0./ 146. 0./ 7. 5/ 12 3004. 0./ 277. 0./ 13. 3/ 12


AT START SUPPORT - Vu= 22.92 KNS Vc= 19.02 KNS Vs= 11.55 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM

DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 11

AT END SUPPORT - Vu= 22.79 KNS Vc= 19.02 KNS Vs= 11.37 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12

16

NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM

___ 4J____________________ 3003X 150X 200_____________________ 2J____ | | ||======================= ===========================|| | 2No16 H 152.| |0.TO |979 |2No16|H|152.1899.TO 3004 | | 19*10c/c 77 | | | | | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 424.TO 2455 | | | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 283. 1664. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.88 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 88.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 12

3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

17

REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 190. 0./ 9. 5/ 12 169. 0./ 101. 0./ 5. 5/ 12 339. 0./ 31. 0./ 2. 5/ 12 508. 21./ 0. 1./ 0. 12/ 6 677. 61./ 0. 3./ 0. 12/ 6 847. 85./ 0. 4./ 0. 12/ 6 1016. 94./ 0. 5./ 0. 12/ 6 1185. 85./ 0. 4./ 0. 12/ 4 1355. 61./ 0. 3./ 0. 12/ 4 1524. 21./ 0. 1./ 0. 12/ 4 1693. 0./ 31. 0./ 2. 5/ 12 1863. 0./ 101. 0./ 5. 5/ 12 2032. 0./ 190. 0./ 9. 6/ 12



AT END SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM


___ 2J____________________ 2032X 150X 200_____________________ 10J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | 2No12 H 46.|283.TO 1664 | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

===================================================================== BEAM NO. 18 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END

18

_____________________________________________________________________

1 48. 2 - 16MM 316. 2556. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.04 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 259.MM2, ROW=0.0114, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.27 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.33 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 14

0. 0./********* 0./ 25. 5/ 12 250. 0./ 297. 0./ 14. 5/ 12 500. 0./ 86. 0./ 4. 5/ 12 749. 58./ 0. 3./ 0. 12/ 4 999. 171./ 0. 9./ 0. 12/ 4 1249. 247./ 0. 12./ 0. 12/ 4 1499. 274./ 0. 13./ 0. 12/ 4 1748. 247./ 0. 12./ 0. 12/ 4 1998. 172./ 0. 9./ 0. 12/ 4 2248. 59./ 0. 3./ 0. 12/ 4 2498. 0./ 86. 0./ 4. 5/ 12 2747. 0./ 297. 0./ 14. 5/ 12 2997. 0./********* 0./ 25. 4/ 12

___ 29J____________________ 2997X 150X 200_____________________ 16J____ | | | | | | | | | 2No16 H 48. 316.TO 2556 | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

===================================================================== BEAM NO. 19 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05

19

LEN - 2305. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 46. 2 - 12MM 358. 1851. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.93 KN-MET AT 1153.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 743. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 15

|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.41 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.42 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 146. 0./ 7. 6/ 12 192. 0./ 79. 0./ 4. 6/ 12 384. 0./ 26. 0./ 1. 6/ 12 576. 16./ 0. 1./ 0. 12/ 5 768. 48./ 0. 3./ 0. 12/ 5 960. 68./ 0. 4./ 0. 12/ 5 1153. 75./ 0. 4./ 0. 12/ 5 1345. 68./ 0. 4./ 0. 12/ 5 1537. 48./ 0. 3./ 0. 12/ 5 1729. 16./ 0. 1./ 0. 12/ 5 1921. 0./ 26. 0./ 1. 6/ 12 2113. 0./ 80. 0./ 4. 6/ 12 2305. 0./ 146. 0./ 7. 5/ 12


AT START SUPPORT - Vu= 10.08 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

20

PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM



___ 16J____________________ 2305X 150X 200_____________________ 18J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | |2No12|H |46. 358.TO 1851 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 357. 1846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.88 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.33 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 136.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.33 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 136.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |

21

|----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 17

Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 144. 0./ 7. 5/ 12 192. 0./ 78. 0./ 4. 5/ 12 383. 0./ 25. 0./ 1. 5/ 12 575. 16./ 0. 1./ 0. 12/ 4 766. 47./ 0. 3./ 0. 12/ 4 958. 67./ 0. 4./ 0. 12/ 4 1149. 74./ 0. 4./ 0. 12/ 6 1341. 67./ 0. 4./ 0. 12/ 6 1532. 47./ 0. 3./ 0. 12/ 6 1724. 16./ 0. 1./ 0. 12/ 6 1916. 0./ 25. 0./ 1. 5/ 12 2107. 0./ 78. 0./ 4. 5/ 12 2299. 0./ 144. 0./ 7. 4/ 12






=====================================================================

22

BEAM NO. 21 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.47 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.81 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.80 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 19



AT START SUPPORT - Vu= 5.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.

23

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM





1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.62 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |

24

| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 21






___ 24J____________________ 1016X 150X 200_____________________ 8J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================

25





AT START SUPPORT - Vu= 3.97 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1

26

NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM





1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.25 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |

27

| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 25






___ 30J____________________ 965X 150X 200_____________________ 14J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

28





AT START SUPPORT - Vu= 3.05 KNS Vc= 19.55 KNS Vs= 0.00 KNS

29

Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM





1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 2.86 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 2032.MM, LOAD 12|

30

| REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 29






___ 34J____________________ 2032X 150X 200_____________________ 28J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

31





32






1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------|

33

| CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 33







34



0. 0./********* 0./ 19. 5/ 12 250. 0./ 220. 0./ 11. 5/ 12 500. 0./ 71. 0./ 4. 5/ 12 749. 40./ 0. 2./ 0. 12/ 4 999. 128./ 0. 7./ 0. 12/ 4 1249. 187./ 0. 9./ 0. 12/ 4 1499. 208./ 0. 10./ 0. 12/ 4 1748. 188./ 0. 9./ 0. 12/ 3 1998. 129./ 0. 7./ 0. 12/ 3 2248. 41./ 0. 2./ 0. 12/ 3 2498. 0./ 71. 0./ 4. 5/ 12 2747. 0./ 220. 0./ 11. 5/ 12 2997. 0./********* 0./ 19. 4/ 12

___ 12J____________________ 2997X 150X 200_____________________ 18J____ | | | | | | | | | 2No12 H 46. 315.TO 2557 | | ========================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |

35

| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




36





___ 29J____________________ 698X 150X 200_____________________ 10J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.39 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |

37

|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.28 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 38






___ 44J____________________ 2032X 150X 200_____________________ 39J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 |

38

| | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 29. 0./ 2. 6/ 12 84. 0./ 15. 0./ 1. 6/ 12 167. 0./ 5. 0./ 0. 6/ 12 251. 4./ 0. 0./ 0. 12/ 5 334. 10./ 0. 1./ 0. 12/ 5 418. 13./ 0. 1./ 0. 12/ 3 502. 14./ 0. 1./ 0. 12/ 3 585. 13./ 0. 1./ 0. 12/ 3 669. 9./ 0. 1./ 0. 12/ 3 752. 3./ 0. 0./ 0. 12/ 3 836. 0./ 5. 0./ 0. 5/ 12 920. 0./ 15. 0./ 1. 5/ 12

39

1003. 0./ 28. 0./ 2. 5/ 12





___ 37J____________________ 1003X 150X 200_____________________ 41J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |

40

| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 42






___ 41J____________________ 2032X 150X 200_____________________ 43J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo |

41

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 217. 0./ 11. 6/ 12 192. 0./ 114. 0./ 6. 6/ 12 384. 0./ 35. 0./ 2. 6/ 12 576. 25./ 0. 1./ 0. 12/ 3 768. 70./ 0. 4./ 0. 12/ 3 960. 98./ 0. 5./ 0. 12/ 3 1153. 107./ 0. 6./ 0. 12/ 3 1345. 96./ 0. 5./ 0. 12/ 3 1537. 65./ 0. 3./ 0. 12/ 3 1729. 20./ 0. 1./ 0. 12/ 6 1921. 0./ 38. 0./ 2. 4/ 12

42

2113. 0./ 112. 0./ 6. 4/ 12 2305. 0./ 204. 0./ 10. 3/ 12





___ 29J____________________ 2305X 150X 200_____________________ 12J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | 2No12 H 46.|320.TO 1889 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 328. 2064. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.59 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 121.MM2, ROW=0.0052, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 894. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.01 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 236.MM2, ROW=0.0103, ROWMX=0.0194 ROWMN=0.0033 |

43

| MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1497. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.66 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 251.MM2, ROW=0.0110, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 46






___ 12J____________________ 2495X 150X 200_____________________ 37J____ | | ||========================== ==============================|| | 2No16 H 152.| 0.TO 894| 2No16 H|152.1497.TO 2496 | | 16*10c/c 77 | | | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 328.TO 2064 | | | | | | | | ====================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | |

44

| oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 69. 0./ 4. 6/ 12 125. 0./ 38. 0./ 2. 6/ 12 250. 0./ 13. 0./ 1. 6/ 12 375. 7./ 0. 0./ 0. 12/ 4 500. 22./ 0. 1./ 0. 12/ 4 624. 32./ 0. 2./ 0. 12/ 0 749. 36./ 0. 2./ 0. 12/ 0 874. 34./ 0. 2./ 0. 12/ 0 999. 25./ 0. 1./ 0. 12/ 0 1124. 10./ 0. 1./ 0. 12/ 0

45

1249. 0./ 12. 0./ 1. 5/ 12 1374. 0./ 39. 0./ 2. 5/ 12 1499. 0./ 74. 0./ 4. 3/ 12







1 46. 2 - 12MM 445. 2908. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 9.48 KN-MET AT 1749.MM, LOAD 12| | REQD STEEL= 179.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 412. MM2, MAX. STEEL PERMISSIBLE = 424. MM2

46

MAX NEG MOMENT = 18.24 KN-MET, LOADING 12 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 413. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.29 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 50

0. 0./ 412. 0./ 18. 4/ 12 292. 0./ 207. 0./ 10. 4/ 12 583. 0./ 63. 0./ 3. 4/ 12 875. 42./ 0. 2./ 0. 12/ 5 1166. 122./ 0. 6./ 0. 12/ 5 1458. 173./ 0. 9./ 0. 12/ 5 1749. 191./ 0. 9./ 0. 12/ 5 2041. 173./ 0. 9./ 0. 12/ 5 2333. 122./ 0. 6./ 0. 12/ 5 2624. 42./ 0. 2./ 0. 12/ 5 2916. 0./ 63. 0./ 3. 3/ 12 3207. 0./ 207. 0./ 10. 3/ 12 3499. 0./ 413. 0./ 18. 3/ 12

___ 4J____________________ 3498X 150X 200_____________________ 43J____ | | | | | | | | | 2No12 H 46. 445.TO 2908 | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 445. 3194. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 11.20 KN-MET AT 1899.MM, LOAD 12| | REQD STEEL= 218.MM2, ROW=0.0096, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|

47

Cracked Moment of Inertia Iz at above location = 2612.4 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 51

MAX NEG MOMENT = 21.64 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 21.64 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./********* 0./ 22. 6/ 12 316. 0./ 250. 0./ 12. 6/ 12 633. 0./ 74. 0./ 4. 3/ 12 949. 51./ 0. 3./ 0. 12/ 4 1266. 146./ 0. 7./ 0. 12/ 4 1582. 208./ 0. 10./ 0. 12/ 6 1899. 230./ 0. 11./ 0. 12/ 6 2215. 208./ 0. 10./ 0. 12/ 6 2532. 146./ 0. 7./ 0. 12/ 6 2848. 51./ 0. 3./ 0. 12/ 6 3164. 0./ 74. 0./ 4. 3/ 12 3481. 0./ 250. 0./ 12. 3/ 12 3797. 0./********* 0./ 22. 4/ 12

___ 43J____________________ 3797X 150X 200_____________________ 6J____ | | | | | | | | | 2No12 H 46. 445.TO 3194 | | ======================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 52


1 46. 2 - 12MM 382. 2009. NO NO

48

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.79 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 87.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 775. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.97 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 168.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1617. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.01 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 169.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 180. 0./ 9. 4/ 12 208. 0./ 97. 0./ 5. 4/ 12 416. 0./ 32. 0./ 2. 4/ 12 624. 19./ 0. 1./ 0. 12/ 0 832. 58./ 0. 3./ 0. 12/ 0 1040. 84./ 0. 4./ 0. 12/ 0 1248. 92./ 0. 5./ 0. 12/ 6 1456. 84./ 0. 4./ 0. 12/ 6 1664. 59./ 0. 3./ 0. 12/ 6 1872. 20./ 0. 1./ 0. 12/ 6 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 53

2080. 0./ 32. 0./ 2. 5/ 12 2288. 0./ 98. 0./ 5. 5/ 12 2496. 0./ 181. 0./ 9. 5/ 12




49

___ 18J____________________ 2495X 150X 200_____________________ 39J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 775 2No12 H 154.1617.TO 2496 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | |2No12|H |46. 382.TO 2009 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 399. 1999. NO NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 54

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.00 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

50

0. 0./ 117. 0./ 6. 6/ 12 208. 0./ 62. 0./ 3. 6/ 12 417. 0./ 19. 0./ 1. 6/ 12 625. 14./ 0. 1./ 0. 12/ 5 834. 38./ 0. 2./ 0. 12/ 5 1042. 52./ 0. 3./ 0. 12/ 5 1251. 57./ 0. 3./ 0. 12/ 5 1459. 52./ 0. 3./ 0. 12/ 5 1668. 38./ 0. 2./ 0. 12/ 5 1876. 14./ 0. 1./ 0. 12/ 5 2085. 0./ 19. 0./ 1. 2/ 12 2293. 0./ 62. 0./ 3. 2/ 12 2502. 0./ 117. 0./ 6. 3/ 12





___ 39J____________________ 2501X 150X 200_____________________ 20J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------|

51

| CRITICAL POS MOMENT= 2.96 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 56

3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 108. 0./ 6. 0/ 12 169. 0./ 59. 0./ 3. 0/ 12 339. 0./ 19. 0./ 1. 0/ 12 508. 12./ 0. 1./ 0. 12/ 5 677. 36./ 0. 2./ 0. 12/ 5 847. 51./ 0. 3./ 0. 12/ 5 1016. 56./ 0. 3./ 0. 12/ 5 1185. 51./ 0. 3./ 0. 12/ 5 1355. 36./ 0. 2./ 0. 12/ 5 1524. 12./ 0. 1./ 0. 12/ 5 1693. 0./ 19. 0./ 1. 3/ 12 1863. 0./ 59. 0./ 3. 3/ 12 2032. 0./ 108. 0./ 6. 5/ 12





52




Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)

53

( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 44. 0./ 2. 4/ 12 208. 0./ 25. 0./ 1. 4/ 12 417. 0./ 8. 0./ 0. 4/ 12 625. 5./ 0. 0./ 0. 12/ 6 834. 15./ 0. 1./ 0. 12/ 6 1042. 21./ 0. 1./ 0. 12/ 6 1251. 23./ 0. 1./ 0. 12/ 6 1459. 21./ 0. 1./ 0. 12/ 6 1668. 15./ 0. 1./ 0. 12/ 6 1876. 5./ 0. 0./ 0. 12/ 6 2085. 0./ 8. 0./ 0. 3/ 12 2293. 0./ 25. 0./ 1. 3/ 12 2502. 0./ 44. 0./ 2. 6/ 12





___ 30J____________________ 2501X 150X 200_____________________ 44J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 340. 1863. NO NO

54

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.82 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 87.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.61 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 182.MM2, ROW=0.0079, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.03 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 170.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 60






55




Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : -------------------------------

56

SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 4/ 12 58. 0./ 2. 0./ 0. 4/ 12 116. 0./ 1. 0./ 0. 4/ 12 175. 0./ 0. 0./ 0. 12/ 5 233. 1./ 0. 0./ 0. 12/ 5 291. 2./ 0. 0./ 0. 12/ 5 349. 2./ 0. 0./ 0. 12/ 5 407. 2./ 0. 0./ 0. 12/ 5 466. 1./ 0. 0./ 0. 12/ 5 524. 1./ 0. 0./ 0. 12/ 5 582. 0./ 1. 0./ 0. 6/ 12 640. 0./ 2. 0./ 0. 6/ 12 698. 0./ 4. 0./ 0. 5/ 12







57






58





Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY :

59

------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 64. 0./ 3. 0/ 12 125. 0./ 36. 0./ 2. 0/ 12 250. 0./ 12. 0./ 1. 0/ 12 375. 7./ 0. 0./ 0. 12/ 5 500. 22./ 0. 1./ 0. 12/ 5 624. 31./ 0. 2./ 0. 12/ 5 749. 33./ 0. 2./ 0. 12/ 5 874. 30./ 0. 2./ 0. 12/ 5 999. 21./ 0. 1./ 0. 12/ 5 1124. 7./ 0. 0./ 0. 12/ 5 1249. 0./ 12. 0./ 1. 6/ 12 1374. 0./ 35. 0./ 2. 6/ 12 1499. 0./ 64. 0./ 3. 6/ 12







60






61





Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

62








63





AT END SUPPORT - Vu= 3.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

64







65






___ 24J____________________ 800X 150X 200_____________________ 52J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


66

_____________________________________________________________________





AT END SUPPORT - Vu= 0.55 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.

67







68







===================================================================== BEAM NO. 80 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR

69

(MM) (MM) (MM) STA END _____________________________________________________________________






70






71






___ 56J____________________ 3003X 150X 200_____________________ 55J____ | | ||======================= ===========================|| | 2No16 H 152.| |0.TO |979 |2No16|H|152.1899.TO 3004 | | 19*10c/c 77 | | | | | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 424.TO 2455 | | | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

===================================================================== BEAM NO. 82 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS

72

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________





AT END SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS

73

Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM


___ 55J____________________ 2032X 150X 200_____________________ 59J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | 2No12 H 46.|283.TO 1664 | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



0. 0./********* 0./ 25. 5/ 12

74

250. 0./ 297. 0./ 14. 5/ 12 500. 0./ 86. 0./ 4. 5/ 12 749. 58./ 0. 3./ 0. 12/ 4 999. 171./ 0. 9./ 0. 12/ 4 1249. 247./ 0. 12./ 0. 12/ 4 1499. 274./ 0. 13./ 0. 12/ 4 1748. 247./ 0. 12./ 0. 12/ 5 1998. 172./ 0. 9./ 0. 12/ 5 2248. 59./ 0. 3./ 0. 12/ 5 2498. 0./ 86. 0./ 4. 6/ 12 2747. 0./ 297. 0./ 14. 6/ 12 2997. 0./********* 0./ 25. 6/ 12

___ 69J____________________ 2997X 150X 200_____________________ 62J____ | | | | | | | | | 2No16 H 48. 316.TO 2556 | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.41 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------|

75

| CRITICAL NEG MOMENT= 7.42 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 146. 0./ 7. 6/ 12 192. 0./ 79. 0./ 4. 6/ 12 384. 0./ 26. 0./ 1. 6/ 12 576. 16./ 0. 1./ 0. 12/ 4 768. 48./ 0. 3./ 0. 12/ 4 960. 68./ 0. 4./ 0. 12/ 4 1153. 75./ 0. 4./ 0. 12/ 4 1345. 68./ 0. 4./ 0. 12/ 4 1537. 48./ 0. 3./ 0. 12/ 4 1729. 16./ 0. 1./ 0. 12/ 4 1921. 0./ 26. 0./ 1. 6/ 12 2113. 0./ 80. 0./ 4. 6/ 12 2305. 0./ 146. 0./ 7. 4/ 12






76






77







78








79





80







81








82





83






1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.56 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES

84

|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 99







85





86






1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.79 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

87

3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 103






___ 67J____________________ 2032X 150X 200_____________________ 71J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | |

88

|___________| |___________| |___________| |___________| |___________|




89








90







___ 60J____________________ 2997X 150X 200_____________________ 63J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | 2No12 H |46. 440.TO 2432 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | |

91

| | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




92







1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.39 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|

93

Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.28 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 111






___ 78J____________________ 2032X 150X 200_____________________ 75J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | |

94

| | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




95








96







___ 76J____________________ 2032X 150X 200_____________________ 77J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | |

97

| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




98





___ 69J____________________ 2305X 150X 200_____________________ 60J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | 2No12 H 46.|320.TO 1889 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 328. 2064. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.59 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 121.MM2, ROW=0.0052, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 894. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.01 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 236.MM2, ROW=0.0103, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS |

99

|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1497. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.66 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 251.MM2, ROW=0.0110, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 119






___ 60J____________________ 2495X 150X 200_____________________ 74J____ | | ||========================== ==============================|| | 2No16 H 152.| 0.TO 894| 2No16 H|152.1497.TO 2496 | | 16*10c/c 77 | | | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 328.TO 2064 | | | | | | | | ====================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 |

100

| | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 69. 0./ 4. 3/ 12 125. 0./ 38. 0./ 2. 3/ 12 250. 0./ 13. 0./ 1. 3/ 12 375. 7./ 0. 0./ 0. 12/ 5 500. 22./ 0. 1./ 0. 12/ 5 624. 32./ 0. 2./ 0. 12/ 4 749. 36./ 0. 2./ 0. 12/ 4 874. 34./ 0. 2./ 0. 12/ 4 999. 25./ 0. 1./ 0. 12/ 4 1124. 10./ 0. 1./ 0. 12/ 4 1249. 0./ 12. 0./ 1. 6/ 12 1374. 0./ 39. 0./ 2. 6/ 12

101

1499. 0./ 74. 0./ 4. 4/ 12







1 46. 2 - 12MM 445. 2908. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 9.48 KN-MET AT 1749.MM, LOAD 12| | REQD STEEL= 179.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 412. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.24 KN-MET, LOADING 12

102

*** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 413. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.29 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 123

0. 0./ 412. 0./ 18. 4/ 12 292. 0./ 207. 0./ 10. 5/ 12 583. 0./ 63. 0./ 3. 5/ 12 875. 42./ 0. 2./ 0. 12/ 6 1166. 122./ 0. 6./ 0. 12/ 3 1458. 173./ 0. 9./ 0. 12/ 3 1749. 191./ 0. 9./ 0. 12/ 3 2041. 173./ 0. 9./ 0. 12/ 3 2333. 122./ 0. 6./ 0. 12/ 3 2624. 42./ 0. 2./ 0. 12/ 3 2916. 0./ 63. 0./ 3. 5/ 12 3207. 0./ 207. 0./ 10. 5/ 12 3499. 0./ 413. 0./ 18. 5/ 12

___ 56J____________________ 3498X 150X 200_____________________ 77J____ | | | | | | | | | 2No12 H 46. 445.TO 2908 | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 357. 1846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.02 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

103

2 154. 2 - 12MM 0. 742. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 124






___ 77J____________________ 2298X 150X 200_____________________ 95J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 357.TO 1846 | | | | | | =================================================== |

104

| | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 180. 0./ 9. 4/ 12 208. 0./ 97. 0./ 5. 6/ 12 416. 0./ 32. 0./ 2. 6/ 12 624. 19./ 0. 1./ 0. 12/ 5 832. 58./ 0. 3./ 0. 12/ 4 1040. 84./ 0. 4./ 0. 12/ 4

105

1248. 92./ 0. 5./ 0. 12/ 4 1456. 84./ 0. 4./ 0. 12/ 4 1664. 59./ 0. 3./ 0. 12/ 4 1872. 20./ 0. 1./ 0. 12/ 4 2080. 0./ 32. 0./ 2. 5/ 12 2288. 0./ 98. 0./ 5. 5/ 12 2496. 0./ 181. 0./ 9. 5/ 12





___ 63J____________________ 2495X 150X 200_____________________ 75J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 775 2No12 H 154.1617.TO 2496 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | |2No12|H |46. 382.TO 2009 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 399. 1999. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.00 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4

106

2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 128






___ 75J____________________ 2501X 150X 200_____________________ 64J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | |

107

| ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 108. 0./ 6. 5/ 12 169. 0./ 59. 0./ 3. 5/ 12 339. 0./ 19. 0./ 1. 5/ 12 508. 12./ 0. 1./ 0. 12/ 6 677. 36./ 0. 2./ 0. 12/ 6

108

847. 51./ 0. 3./ 0. 12/ 6 1016. 56./ 0. 3./ 0. 12/ 6 1185. 51./ 0. 3./ 0. 12/ 6 1355. 36./ 0. 2./ 0. 12/ 6 1524. 12./ 0. 1./ 0. 12/ 6 1693. 0./ 19. 0./ 1. 5/ 12 1863. 0./ 59. 0./ 3. 5/ 12 2032. 0./ 108. 0./ 6. 6/ 12








109

Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.33 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.32 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 132






___ 70J____________________ 2501X 150X 200_____________________ 78J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 |

110

| 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 21. 0./ 1. 3/ 12 67. 0./ 12. 0./ 1. 3/ 12 133. 0./ 4. 0./ 0. 3/ 12 200. 2./ 0. 0./ 0. 12/ 6

111

267. 7./ 0. 0./ 0. 12/ 6 333. 10./ 0. 1./ 0. 12/ 6 400. 11./ 0. 1./ 0. 12/ 6 467. 10./ 0. 1./ 0. 12/ 6 533. 7./ 0. 0./ 0. 12/ 6 600. 3./ 0. 0./ 0. 12/ 6 667. 0./ 3. 0./ 0. 5/ 12 733. 0./ 12. 0./ 1. 5/ 12 800. 0./ 22. 0./ 1. 5/ 12








112

Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 136






___ 79J____________________ 698X 150X 200_____________________ 81J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | |

113

| 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 176. 0./ 9. 6/ 12 192. 0./ 96. 0./ 5. 6/ 12 383. 0./ 31. 0./ 2. 6/ 12

114

575. 20./ 0. 1./ 0. 12/ 5 766. 57./ 0. 3./ 0. 12/ 5 958. 82./ 0. 4./ 0. 12/ 4 1149. 90./ 0. 5./ 0. 12/ 6 1341. 82./ 0. 4./ 0. 12/ 6 1532. 57./ 0. 3./ 0. 12/ 6 1724. 20./ 0. 1./ 0. 12/ 6 1916. 0./ 31. 0./ 2. 5/ 12 2107. 0./ 96. 0./ 5. 5/ 12 2299. 0./ 176. 0./ 9. 5/ 12







1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.79 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |

115

|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.38 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.36 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 140






___ 71J____________________ 1498X 150X 200_____________________ 73J____ | | ||============================= ==================================||

116

| 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 8. 0./ 0. 5/ 12 80. 0./ 5. 0./ 0. 5/ 12

117

161. 0./ 2. 0./ 0. 5/ 12 241. 1./ 0. 0./ 0. 12/ 4 322. 3./ 0. 0./ 0. 12/ 4 402. 4./ 0. 0./ 0. 12/ 4 483. 5./ 0. 0./ 0. 12/ 4 563. 4./ 0. 0./ 0. 12/ 4 643. 3./ 0. 0./ 0. 12/ 4 724. 1./ 0. 0./ 0. 12/ 4 804. 0./ 2. 0./ 0. 5/ 12 885. 0./ 5. 0./ 0. 5/ 12 965. 0./ 8. 0./ 0. 4/ 12







1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.49 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |

118

| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 144






___ 66J____________________ 1016X 150X 200_____________________ 72J____ | |

119

||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 30. 0./ 2. 6/ 12

120

85. 0./ 16. 0./ 1. 6/ 12 169. 0./ 4. 0./ 0. 6/ 12 254. 4./ 0. 0./ 0. 12/ 5 339. 10./ 0. 1./ 0. 12/ 5 423. 13./ 0. 1./ 0. 12/ 5 508. 14./ 0. 1./ 0. 12/ 5 593. 13./ 0. 1./ 0. 12/ 5 677. 9./ 0. 0./ 0. 12/ 5 762. 3./ 0. 0./ 0. 12/ 5 847. 0./ 5. 0./ 0. 6/ 12 931. 0./ 15. 0./ 1. 6/ 12 1016. 0./ 27. 0./ 1. 5/ 12







1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.10 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |

121

| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 148






___ 66J____________________ 800X 150X 200_____________________ 80J____

122

| | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

123

0. 0./ 5. 0./ 0. 4/ 12 85. 0./ 3. 0./ 0. 4/ 12 169. 0./ 1. 0./ 0. 4/ 12 254. 1./ 0. 0./ 0. 12/ 5 339. 2./ 0. 0./ 0. 12/ 5 423. 2./ 0. 0./ 0. 12/ 5 508. 3./ 0. 0./ 0. 12/ 5 593. 2./ 0. 0./ 0. 12/ 5 677. 2./ 0. 0./ 0. 12/ 5 762. 1./ 0. 0./ 0. 12/ 5 847. 0./ 1. 0./ 0. 4/ 12 931. 0./ 3. 0./ 0. 4/ 12 1016. 0./ 5. 0./ 0. 5/ 12







1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.29 KN-MET AT 483.MM, LOAD 12|

124

| REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.49 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 152






125




Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

126

0. 0./ 19. 0./ 1. 4/ 12 85. 0./ 10. 0./ 1. 4/ 12 169. 0./ 3. 0./ 0. 4/ 12 254. 2./ 0. 0./ 0. 12/ 5 339. 6./ 0. 0./ 0. 12/ 5 423. 9./ 0. 0./ 0. 12/ 5 508. 10./ 0. 1./ 0. 12/ 5 593. 9./ 0. 0./ 0. 12/ 5 677. 6./ 0. 0./ 0. 12/ 5 762. 2./ 0. 0./ 0. 12/ 5 847. 0./ 3. 0./ 0. 4/ 12 931. 0./ 10. 0./ 1. 4/ 12 1016. 0./ 19. 0./ 1. 5/ 12







1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------|

127

| CRITICAL POS MOMENT= 0.17 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 156






128




Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)

129

( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 2/ 12 254. 0./ 0. 0./ 0. 12/ 5 339. 1./ 0. 0./ 0. 12/ 5 423. 1./ 0. 0./ 0. 12/ 5 508. 1./ 0. 0./ 0. 12/ 5 593. 1./ 0. 0./ 0. 12/ 5 677. 1./ 0. 0./ 0. 12/ 5 762. 0./ 0. 0./ 0. 12/ 5 847. 0./ 0. 0./ 0. 4/ 12 931. 0./ 1. 0./ 0. 4/ 12 1016. 0./ 2. 0./ 0. 5/ 12







1 46. 2 - 12MM 301. 1646. NO NO

130

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.17 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 160






131




Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : -------------------------------

132

SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 5/ 12 125. 0./ 2. 0./ 0. 5/ 12 250. 0./ 1. 0./ 0. 5/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 874. 2./ 0. 0./ 0. 12/ 2 999. 1./ 0. 0./ 0. 12/ 3 1124. 0./ 0. 0./ 0. 12/ 3 1249. 0./ 1. 0./ 0. 5/ 12 1374. 0./ 2. 0./ 0. 5/ 12 1499. 0./ 3. 0./ 0. 6/ 12







133






134





Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY :

135

------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 6/ 12 125. 0./ 2. 0./ 0. 6/ 12 250. 0./ 1. 0./ 0. 6/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 874. 2./ 0. 0./ 0. 12/ 0 999. 1./ 0. 0./ 0. 12/ 0 1124. 0./ 0. 0./ 0. 12/ 0 1249. 0./ 1. 0./ 0. 6/ 12 1374. 0./ 2. 0./ 0. 6/ 12 1499. 0./ 3. 0./ 0. 2/ 12







136






137






138








139





AT END SUPPORT - Vu= 0.47 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

140







141








142

_____________________________________________________________________

1 46. 2 - 12MM 0. 498. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.01 KN-MET AT 251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 442. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 38. 502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 176




AT END SUPPORT - Vu= 0.07 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.

143



___ 84J____________________ 501X 150X 200_____________________ 125J____ | | ||=========================================================================|| | 2No12NH1154.1540.TO8.442|502 | | | | | 3*10c/c 77 | | | 3*10c/c 77 | | | 2No12 H 46.| 0.TO 498| | | | | ||==========================================================================| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 0. 498. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.01 KN-MET AT 251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 442. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 38. 502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 178


144






___ 85J____________________ 501X 150X 200_____________________ 183J____ | | ||=========================================================================|| | 2No12NH1154.1540.TO8.442|502 | | | | | 3*10c/c 77 | | | 3*10c/c 77 | | | 2No12 H 46.| 0.TO 498| | | | | ||==========================================================================| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

===================================================================== BEAM NO. 163 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR

145

(MM) (MM) (MM) STA END _____________________________________________________________________






146






147








148






AT END SUPPORT - Vu= 0.24 KNS Vc= 19.55 KNS Vs= 0.00 KNS

149






150






___ 91J____________________ 2997X 150X 200_____________________ 85J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 502.TO 2370 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


151






152





1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.91 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.96 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.53 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|

153









154






155





1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|

156









157





AT START SUPPORT - Vu= 0.86 KNS Vc= 18.80 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

158




___ 100J____________________ 2698X 150X 200_____________________ 126J____ | | ||===================== =========================|| | 2No12 H 154.| 0.TO 808 |2No12|H 154.1778.TO 2699 | | 17*10c/c 77 | | | | | | | 17*10c/c 77 | | 2No12 H| 46. 440.TO 2146 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 502. 2370. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.38 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 858. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 2014. 2997. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 2997.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |

159

|----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 198






___ 101J____________________ 2997X 150X 200_____________________ 89J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 502.TO 2370 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================

160





AT START SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.

161






1 46. 2 - 12MM 231. 1394. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 848.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 641. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 984. 1695. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 1695.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |

162

| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 202






___ 103J____________________ 1695X 150X 200_____________________ 185J____ | | ||=========================== ===============================|| | 2No12 H 154.| 0.TO |641| 2No12|H 154. 984.TO 1695 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 231.TO 1394 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================

163





AT START SUPPORT - Vu= 0.54 KNS Vc= 19.27 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1

164




___ 125J____________________ 1797X 150X 200_____________________ 100J____ | | ||========================== ===============================|| | 2No12 H 154.| 0.TO |658| 2No12|H 154.1064.TO 1797 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 252.TO 1470 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.03 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.05 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |

165

| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 206







166






167







168







___ 183J____________________ 1797X 150X 200_____________________ 184J____ | | ||========================== ===============================|| | 2No12 H 154.| 0.TO |658| 2No12|H 154.1064.TO 1797 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 252.TO 1470 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

169





170







171








172





173




___ 186J____________________ 1301X 150X 200_____________________ 94J____ | | ||================================ ====================================|| | 2No12 H 154. 0.TO |576 | | 2No12 H|154.|672.TO 1302 | | 8*10c/c 77 | | | | | | | | 8*10c/c 77 | | 2No12 H |46. 149.TO 1098 | | | | | | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.52 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES

174

|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 218







175





176







177







___ 194J____________________ 1016X 150X 200_____________________ 195J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | |

178

|___________| |___________| |___________| |___________| |___________|




179








180







___ 196J____________________ 965X 150X 200_____________________ 197J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | |

181

| | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




182








183







___ 198J____________________ 1016X 150X 200_____________________ 94J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | |

184

| | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




185








186







___ 98J____________________ 2997X 150X 200_____________________ 203J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 494.TO 2378 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | |

187

| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




188





___ 203J____________________ 698X 150X 200_____________________ 94J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| ********************END OF BEAM DESIGN************************** 315. DESIGN COLUMN 1 TO 14 25 31 33 TO 36 47 49 51 52 56 62 63 66 TO 79 90 96 98 - 316. 99 TO 101 112 114 116 117 121 127 128 141 TO 156 333 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 238

==================================================================== COLUMN NO. 1 DESIGN PER ACI 318-05 - AXIAL + BENDING

FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 594.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)

189

953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 158.52 8.53 0.01793 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 158.52 12.64 0.02658 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |



FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 552.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 134.42 6.67 0.01653 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 134.42 12.64 0.03135 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00

190

| * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |


FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 240

4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 63.87 5.04 0.02630 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 63.87 12.98 0.06775 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |

191


FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 699.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 241

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 45.34 5.54 0.04076 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 45.34 12.98 0.09542 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |


FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)

192

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 168.74 8.53 0.01685 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 242

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 168.74 13.35 0.02638 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |


FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 144.64 6.67 0.01536 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 144.64 13.35 0.03078 --------------------------------------------------------

193


Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |


FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 101.55 4.27 0.01400 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 101.55 13.37 0.04388 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 244

Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47

194

| * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------

195

4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 159.72 6.67 0.01391 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 159.72 14.41 0.03006 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 246



FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 95.84 3.58 0.01244 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) --------------------------------------------------------

196

P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 95.84 14.37 0.04997 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 247




Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43

197

COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED

198

AREA OF STEEL REQUIRED = 678.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 86.80 5.04 0.01935 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 86.80 13.94 0.05353 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 250



FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 720.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 68.28 5.54 0.02707

199

-------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 68.28 13.94 0.06805 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 251




Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20

200

Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |




====================================================================

201

COLUMN NO. 33 DESIGN PER ACI 318-05 - AXIAL + BENDING




FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)

202

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 127.12 5.13 0.01344 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 127.12 14.37 0.03767 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 255




203




Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING

204

P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650

205

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 129.48 5.12 0.01318 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 129.48 13.69 0.03525 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 259



FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 73.14 5.04 0.02297 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)

206

953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 73.14 13.37 0.06093 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 260




Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94

207

Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 678.0 SQ. MM

208

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 59.87 5.28 0.02937 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 59.87 13.17 0.07335 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 263



FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 678.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 64.50 5.28 0.02726 --------------------------------------------------------

209

COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 64.50 13.37 0.06908 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 264



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 540.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 85.62 12.14 0.04727 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 85.62 1.66 0.00645 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 265

Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70

210

| * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |




====================================================================

211

COLUMN NO. 68 DESIGN PER ACI 318-05 - AXIAL + BENDING




FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) --------------------------------------------------------

212

P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 24.75 3.54 0.04765 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 24.75 8.49 0.11431 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 268




213




Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT

214

|





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 650.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

215

TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 86.84 11.84 0.04543 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 86.84 3.85 0.01479 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 272



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 587.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 72.99 10.82 0.04941 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8

216

M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 72.99 3.85 0.01759 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 273




Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25

217

| * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 508.5 SQ. MM

218




FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 508.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 42.67 3.25 0.02542 --------------------------------------------------------

219





Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89

220

Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |





221




FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 445.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)

222

655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 65.77 9.72 0.04926 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 65.77 2.55 0.01294 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 281




Pn Mn Pn Mn (@ Z )

223

| 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |




224





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 429.8 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM

225

COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 54.14 2.82 0.01736 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 54.14 9.06 0.05577 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 285



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 461.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 70.37 9.72 0.04604 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h

226

14.52 -332.71 70.37 2.98 0.01411 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 286




Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70

227

___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 524.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

228

---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 29.68 3.54 0.03974 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 29.68 9.06 0.10172 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 289



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 31.58 3.39 0.03576 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)

229

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 31.58 8.68 0.09164 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 290




Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27

230

NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |


FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.82 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.82 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 292



231




FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)

232

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00011 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 294



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.98 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.98 0.00 0.00010 --------------------------------------------------------

233





Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40

234

| * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM

235




FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.97 0.00 0.00004 --------------------------------------------------------

236





Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29

237

Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |




238





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM

239

COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 10.95 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 10.95 0.00 0.00005 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 303



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 7.60 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5

240

M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 7.60 0.00 0.00008 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 304




Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06

241

Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |





FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED

242

ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 9.99 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 9.99 0.00 0.00006 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 307



FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5

243

M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.73 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.73 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 308

Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT | ********************END OF COLUMN DESIGN RESULTS******************** 317. CONCRETE TAKE 318. END CONCRETE DESIGN DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 309

************** CONCRETE TAKE OFF ************** (FOR BEAMS AND COLUMNS DESIGNED ABOVE) TOTAL VOLUME OF CONCRETE = 394.34 CU.FT BAR SIZE WEIGHT NUMBER (in lbs) -------- -------- 10 2033.78 12 1545.73 16 2169.74 ------------ *** TOTAL= 5749.24 319. FINISH

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