Tabel Hasil Perhitungan SAP Beban Mati

No. BatangGaya batang ( Kg )

Tarik (+) Tekan (-)A1 263.59A2 102.7A3 401.47A4 510.48A5 1185.09A6 208.21A7 894.52A8 959.88

B1 2294.56B2 2538.52B3 2484.57B4 1974.92B5 385.52B6 102.44

V1 101.49V2 67.29D1 135.84D2 66.56D3 158.52D4 963.26D5 1005.46D6 836.4D7 781.83D8 79.64D9 139.26

Reaksi ( Kg )Rav 2404.03Rah 1022.2Rbv 2404.03Rbh 1022.2

Tabel Hasil Perhitungan SAP Beban Hidup

No. BatangGaya batang ( Kg )

Tarik (+) Tekan (-)A1 257.07A2 35.11A3 257.36A4 339.44A5 953.15A6 193.25A7 745.87A8 782.96

B1 1867.77B2 2055.3B3 2012.5B4 1591.4B5 286B6 77.06

V1 78.5V2 51.22D1 102.87D2 62.21D3 129.64D4 781.48D5 813.58D6 688.45D7 649.85D8 57.79D9 109.14

Beban Hidup ( P ) 100 Kg

Reaksi ( Kg )Rav 1974.37Rah 825.75Rbv 1974.37Rbh 825.75

TABEL HASIL PERHITUNGANBeban Mati Beban Hidup Beban Angin Kiri Beban Angin Kanan Kombinasi Kombinasi Kombinasi Kombinasi

( a ) ( b ) ( c ) ( d ) ( a + b ) ( a + c ) ( a + d ) ekstrem( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - )

a1 6248.34 1668.39 456.81 1951.3 7916.73 456.81 6248.34 1951.3 6248.34

7916.73

a2 5355.72 1430.05 553.73 1536.2 6785.77 553.73 5355.72 1536.2 5355.72a3 4463.1 1191.71 650.66 1121.1 5654.81 650.66 4463.1 1121.1 4463.1a4 3570.48 953.37 747.58 706 4523.85 747.58 3570.48 706 3570.48a5 3570.48 953.37 706 747.58 4523.85 706 3570.48 747.58 3570.48a6 4463.1 1191.71 1121.1 650.66 5654.81 1121.1 4463.1 650.66 4463.1a7 5355.72 1430.05 1536.2 553.73 6785.77 1536.2 5355.72 553.73 5355.72a8 6248.34 1668.39 1951.3 456.81 7916.73 1951.3 6248.34 456.81 6248.34

b1 6026.1 1609.05 127.3 2170.23 7635.15 6026.1 127.3 6026.1 2170.23

7635.15

b2 6026.1 1609.05 127.3 2170.23 7635.15 6026.1 127.3 6026.1 2170.23b3 5165.23 1379.19 235.96 1704.87 6544.42 5165.23 235.96 5165.23 1704.87b4 4304.36 1149.32 344.63 1239.5 5453.68 4304.36 344.63 4304.36 1239.5b5 4304.36 1149.32 918.65 665.48 5453.68 4304.36 918.65 4304.36 665.48b6 5165.23 1379.19 1384.02 56.81 6544.42 5165.23 1384.02 5165.23 56.81b7 6026.1 1609.05 1849.38 448.15 7635.15 6026.1 1849.38 6026.1 448.15b8 6026.1 1609.05 1849.38 448.15 7635.15 6026.1 1849.38 6026.1 448.15

d1 892.62 238.34 112.67 482.53 1130.96 1005.29 482.53

602.47 1412.09

d2 981.72 262.13 123.92 530.69 1243.85 1105.64 530.69d3 1114.5 297.59 140.68 602.47 1412.09 1255.18 602.47d4 1114.5 297.59 602.47 140.68 1412.09 602.47 1114.5 1255.18d5 981.72 262.13 530.69 123.92 1243.85 530.69 981.72 1105.64d6 892.62 238.34 482.53 112.67 1130.96 482.53 892.62 1005.29

t1 0 0 0 0 0 0 0

1793.66 293.29

t2 235.94 63 29.78 127.54 298.94 265.72 127.54t3 471.89 126 59.56 255.09 597.89 531.45 255.09t4 1415.66 378 293.29 293.29 1793.66 293.29 293.29t5 471.89 126 255.09 59.56 597.89 255.09 531.45t6 235.94 63 127.54 29.78 298.94 127.54 265.72

Nama

Batang

t7 0 0 0 0 0 0 0

1793.66 293.29

Beban Angin kiri ( Kg )

Wd1

3.4

1/2 Wd2Tabel Hasil Perhitungan SAP Angin Kiri

70.3

No. Batang

Gaya batang

Tarik (+) Tekan (-) Reaksi ( Kg )A1 980.43 RavA2 875.16 RahA3 809.53 RbvA4 398.97 RbhA5 612.11A6 1415.34A7 1357.29A8 1036.74A8' 115.93A7' 320.28A6' 848.95A5' 1393.04A4' 685.32A3' 717.08A2' 460.36A1' 223.4

B1 358.26B2 289.53B3 413.08B4 365.41B5 1076.54B6 578.62B6' 734.68B5' 1233.69B4' 2056.9B3' 1914.44B2' 2032.95B1' 1814.46

V1 57.54V2 159.72V1' 59.03

V2' 11.26

No. BatangGaya batang

Tarik (+) Tekan (-)D1 87.58D2 225.42D3 309.74D4 440.06D5 600.07D6 429.04D7 276.11D8 271.45D9 307.08D9' 206.91D8' 217.9D7' 387.12D6' 412.27D5' 359.1D4' 1121.57D3' 13D2' 131D1' 159.36

Beban Angin kiri ( Kg )

Wp1 Wd2 Wp2 Wd1 sin α Wp1 sin α

-67 140.6 62.5 3.17 1.22 -62.55 -24.01

1/2 Wp2

31.25 1.7 0.61 -31.275 -12.005

Reaksi ( Kg )Rav 1335.03Rah 28.44Rbv 1476.2Rbh 884.88

Wd1 cosα Wp1 cosα

1/2 Wd1 cosα

1/2 Wd1 sin α

1/2 Wp1 cosα

1/2 Wp1 sin α

Beban Angin Kanan ( Kg )

Wd1

3.4

1/2 Wd2Tabel Hasil Perhitungan SAP Angin Kanan

70.3

No. Batang

Gaya batang ( Kg )

Tarik (+) Tekan (-) Reaksi ( Kg )A1 211.32 RavA2 446.9 RahA3 669.7 RbvA4 668.6 RbhA5 1360.22A6 786.65A7 230.05A8 12.76A8' 961.91A7' 1173.1A6' 1065.37A5' 226.08A4' 184.05A3' 585.25A2' 702.58A1' 829.76

B1 1802.19B2 2015.79B3 1897.18B4 2006.71B5 1151.72B6 625.43B6' 489.55B5' 767.32B4' 94.21B3' 681.15B2' 554.55B1' 553.33

V1 57.33V2 12.19V1' 81.15

V2' 174.09

No. BatangGaya batang ( Kg )

Tarik (+) Tekan (-)D1 155.45D2 130.28D3 18.59D4 1084.92D5 372.47D6 431.76D7 401.83D8 233D9 216.47D9' 201.66D8' 160.69D7' 338.02D6' 478.21D5' 601.15D4' 217.06D3' 325.11D2' 217.77D1' 5.09

Beban Angin Kanan ( Kg )

Wp1 Wd2 Wp2 Wd1 sin α Wp1 sin α

-67 140.6 62.5 3.17 1.22 -62.55 -24.01

1/2 Wp2

31.25 1.7 0.61 -31.275 -12.005

Reaksi ( Kg )Rav 1477.34Rah 877.89Rbv 1360.4Rbh 78.73

Wd1 cosα Wp1 cosα

1/2 Wd1 cosα

1/2 Wd1 sin α

1/2 Wp1 cosα

1/2 Wp1 sin α

TABEL HASIL PERHITUNGAN KOMBINASI BEBAN RENCANA RANGKA ATAP

Nama BatangBeban Mati Beban Hidup Beban Angin Kiri Beban Angin Kanan

( a ) ( b ) ( c ) ( d )( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - )

A1 263.59 257.07 980.43 211.32A2 102.7 35.11 875.16 446.9A3 401.47 257.36 809.53 669.7A4 510.48 339.44 398.97 668.6A5 1185.09 953.15 612.11 1360.22A6 208.21 193.25 1415.34 786.65A7 894.52 745.87 1357.29 230.05A8 959.88 782.96 1036.74 12.76

B1 2294.56 1867.77 358.26 1802.19B2 2538.52 2055.3 289.53 2015.79B3 2484.57 2012.5 413.08 1897.18B4 1974.92 1591.4 365.41 2006.71B5 385.52 286 1076.54 1151.72B6 102.44 77.06 578.62 625.43

V1 101.49 78.5 57.54 57.33V2 67.29 51.22 159.72 12.19D1 135.84 102.87 87.58 155.45D2 66.56 62.21 225.42 130.28D3 158.52 129.64 309.74 18.59D4 963.26 781.48 440.06 1084.92D5 1005.46 813.58 600.07 372.47D6 836.4 688.45 429.04 431.76D7 781.83 649.85 276.11 401.83D8 79.64 57.79 271.45 233D9 139.26 109.14 307.08 216.47

Nama BatangBeban Mati Beban Hidup Beban Angin Kiri Beban Angin Kanan

( a ) ( b ) ( c ) ( d )( + ) ( - ) ( + ) ( - ) ( + ) ( - ) ( + ) ( - )

A1' 263.59 257.07 223.4 829.76A2' 102.7 35.11 460.36 702.58A3' 401.47 257.36 717.08 585.25A4' 510.48 339.44 685.32 184.05A5' 1185.09 953.15 1393.04 226.08A6' 208.21 193.25 848.95 1065.37A7' 894.52 745.87 320.28 1173.1

A8' 959.88 782.96 115.93 961.91B1' 2294.56 1867.77 1814.46 553.33B2' 2538.52 2055.3 2032.95 554.55B3' 2484.57 2012.5 1914.44 681.15B4' 1974.92 1591.4 2056.9 94.21B5' 385.52 286 1233.69 767.32B6' 102.44 77.06 734.68 489.55

V1' 101.49 78.5 59.03 81.15V2' 67.29 51.22 11.26 174.09D1' 135.84 102.87 159.36 5.09D2' 66.56 62.21 131 217.77D3' 158.52 129.64 13 325.11D4' 963.26 781.48 1121.57 217.06D5' 1005.46 813.58 359.1 601.15D6' 836.4 688.45 412.27 478.21D7' 781.83 649.85 387.12 338.02D8' 79.64 57.79 217.9 160.69D9' 139.26 109.14 206.91 201.66

TABEL HASIL PERHITUNGAN KOMBINASI BEBAN RENCANA RANGKA ATAP

Pembebanan TetapKombinasi

Pembebanan Sementara( a + b ) ( a + b + c ) ( a + b + d )

( + ) ( - ) ( + ) ( - ) ( + ) ( - )520.66 1501.09 309.34

137.81 737.35 584.71658.83 150.7 1328.53849.92 450.95 1518.52

2138.24 1526.13 3498.46401.46 1623.55 385.19

1640.39 2251.81 1410.341742.84 1996.62 1755.64162.33 4520.59 5964.524593.82 4883.35 6609.614497.07 4910.15 6394.253566.32 3200.91 5573.03671.52 405.02 1823.24179.5 399.12 804.93

179.99 237.53 237.32118.51 278.23 106.32

238.71 151.13 394.16128.77 96.65 259.05288.16 597.9 306.75

1744.74 1304.68 2829.661819.04 2419.11 2191.51

1524.85 1953.89 1956.611431.68 1707.79 1833.51

137.43 134.02 370.43248.4 58.68 464.87

Pembebanan TetapKombinasi

Pembebanan Sementara( a + b ) ( a + b + c ) ( a + b + d )

( + ) ( - ) ( + ) ( - ) ( + ) ( - )520.66 297.26 1350.42

137.81 598.17 564.77658.83 1375.91 73.58849.92 1535.24 665.87

2138.24 3531.28 1912.16401.46 447.49 1466.83

1640.39 1320.11 2813.49

1742.84 1626.91 2704.754162.33 5976.79 4715.664593.82 6626.77 5148.374497.07 6411.51 5178.223566.32 3566.32 3660.53671.52 1905.21 95.8179.5 914.18 310.05

179.99 239.02 261.14118.51 107.25 292.6

238.71 238.71 243.8128.77 259.77 89288.16 275.16 613.27

1744.74 2866.31 1527.681819.04 2178.14 2420.19

1524.85 1937.12 2003.061431.68 1818.8 1769.7

137.43 355.33 23.26248.4 455.31 46.74

ANGIN KANAN

Isap

w6 0.275 0.962 15.572 54.520

w7 = w8= w9 0.275 0.962 31.143 109.040

w10 0.275 0.962 15.572 54.520

w6 56.7

w7 113.4

w8 113.4

w9 113.4

w10 56.7

Tekan

w5 0.275 0.962 -3.161 -11.068

w4= w3 = w2 0.275 0.962 -6.322 -22.135

w1 0.275 0.962 -3.161 -11.068

w5 -11.5101

w4 -23.0202

w3 -23.0202

w2 -23.0202

w1 -11.5101

sin α cos α WH = W SIN α WV = W SCOS α

sin α cos α WH = W SIN α WV = W SCOS α

w1 -11.5101

α =15.94