concrete volume

Column Ref.Column Size (in.) Length (ft) cft Cu.Yd Cu.m Column Ref.Column Size (in.)

Conc. Vol.

C1 9 x 15 4.5 10 13.59375 0.503 0.385 C22 9 x 15C2 9 x 15 4.5 10 13.59375 0.503 0.385 C23 9 x 15C3 9 x 12 4.5 10 10.875 0.403 0.308 C24 9 x 12C4 9 x 15 4.5 10 13.59375 0.503 0.385 C25 9 x 15C5 9 x 15 4.5 10 13.59375 0.503 0.385 C26 9 x 15C6 12 x 12 4.25 10 14.25 0.528 0.404 C27 12 x 12C7 9 x 15 4.5 10 13.59375 0.503 0.385 C28 9 x 15C8 9 x 18 4.25 10 16.03125 0.594 0.454 C29 9 x 18C9 9 x 18 4.25 10 16.03125 0.594 0.454 C30 9 x 18

C10 9 x 15 4.5 10 13.59375 0.503 0.385 C31 9 x 15C11 9 x 12 4.5 10 10.875 0.403 0.308 C32 9 x 12C12 9 x 15 4.5 10 13.59375 0.503 0.385 C33 9 x 15C13 9 x 12 4.25 10 10.6875 0.396 0.303 C34 9 x 12C14 9 x 12 4.25 10 10.6875 0.396 0.303 C35 9 x 12C15 9 x 12 4.75 10 11.0625 0.410 0.313 C36 9 x 9C16 9 x 9 4.25 10 8.015625 0.297 0.227 C37 9 x 9C17 9 x 9 4.25 10 8.015625 0.297 0.227 C38 9 x 12C18 9 x 12 4.75 10 11.0625 0.410 0.313 C39 9 x 12C19 9 x 12 4.75 10 11.0625 0.410 0.313 C40 9 x 12C20 9 x 15 4.75 10 13.82813 0.512 0.392C21 12 x 12 4.75 10 14.75 0.546 0.418

262.391 9.718 7.430

Total volume of concrete in columns 594.889 cft

22.033 Cu.Yd

16.845 Cu.m

142.07 bags of cement

Volume of concrete in column footings

Lb Wb Db Lt Wt Dtin. in. in. in. in. in.

F01 36 36 9 16 16 6F02 42 42 9 19 16 6F03 54 54 12 19 16 6F04 60 60 15 19 16 6

Found. To Plinth Level

Found. To 1st FL

F05 72 72 15 22 16 6F06 90 48 15 61 24 6

Total volume of concrete in column footings544.306 cft20.159 Cu.Yd15.413 Cu.m


Length (ft) cft Cu.Yd Cu.m Column Ref.Column Size (in.) Length (ft) cft Cu.Yd

10 9.375 0.347 0.265 C41 9 x 15 10 9.375 0.34710 9.375 0.347 0.265 C42 9 x 15 10 9.375 0.34710 7.5 0.278 0.212 C43 9 x 12 10 7.5 0.27810 9.375 0.347 0.265 C44 9 x 15 10 9.375 0.34710 9.375 0.347 0.265 C45 9 x 15 10 9.375 0.34710 10 0.370 0.283 C46 12 x 12 10 10 0.37010 9.375 0.347 0.265 C47 9 x 15 10 9.375 0.34710 11.25 0.417 0.319 C48 9 x 18 10 11.25 0.41710 11.25 0.417 0.319 C49 9 x 18 10 11.25 0.41710 9.375 0.347 0.265 C50 9 x 15 10 9.375 0.34710 7.5 0.278 0.212 C51 9 x 12 10 7.5 0.27810 9.375 0.347 0.265 C52 9 x 15 10 9.375 0.34710 7.5 0.278 0.212 C53 9 x 12 10 7.5 0.27810 7.5 0.278 0.212 C54 9 x 12 10 7.5 0.27810 5.625 0.208 0.159 C55 9 x 9 10 5.625 0.20810 5.625 0.208 0.159 C56 9 x 9 10 5.625 0.20810 7.5 0.278 0.21210 7.5 0.278 0.21210 7.5 0.278 0.212

161.875 5.995 4.584 139.375 5.162

Volume Total volumecft Nos. cft

9.444 2 18.88912.778 3 38.33325.840 8 206.72238.028 2 76.056

1st FL to 2nd FL

2nd FL to RL

54.611 2 109.22247.542 2 95.083

Cu.m Column Ref.Column Size (in.) Length (ft) cft Cu.Yd Cu.m

0.265 C57 9 x 15 8.333 7.812 0.289 0.2210.265 C58 9 x 15 8.333 7.812 0.289 0.2210.212 C59 9 x 15 8.333 7.812 0.289 0.2210.265 C60 9 x 15 8.333 7.812 0.289 0.2210.2650.2830.2650.3190.3190.2650.2120.2650.2120.2120.1590.159

3.947 31.249 1.157 0.885

RL to St HR RL

1st Floor Beamsft B D cft Cu.Yd Cu.m

B1 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210B2 8 9 ###### 8.828 9 12 6.621 0.245 0.187B3 9 11 9 ### 9.964 9 12 7.473 0.277 0.212B4 6 ### 11 ### 6.891 9 12 5.168 0.191 0.146B5 8 9 ###### 8.828 9 9 4.966 0.184 0.141B6 6 ### 11 ### 6.891 9 9 3.876 0.144 0.110B7 9 7 11 ### 9.641 9 12 7.230 0.268 0.205B8 ### 9 1 2 19.792 9 18 22.266 0.825 0.630B9 6 1 11 ### 6.141 9 12 4.605 0.171 0.130

B10 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210B11 8 9 ###### 8.828 9 12 6.621 0.245 0.187B12 9 11 9 ### 9.964 9 12 7.473 0.277 0.212B13 6 ### 11 ### 6.891 9 12 5.168 0.191 0.146B14 9 11 9 ### 9.964 9 12 7.473 0.277 0.212B15 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210B16 8 6 ###### 8.578 9 12 6.434 0.238 0.182B17 ### 4 1 4 17.354 9 15 16.270 0.603 0.461B18 ### 9 13.750 9 15 12.891 0.477 0.365B19 ### 9 14.750 9 15 13.828 0.512 0.392B20 ### 9 11 ### 10.807 9 15 10.132 0.375 0.287B21 ### 3 14.250 9 15 13.359 0.495 0.378B22 ### 9 13.750 9 12 10.313 0.382 0.292B23 11 7 1 4 11.604 9 12 8.703 0.322 0.246B24 11 7 1 4 11.604 9 12 8.703 0.322 0.246B25 11 7 1 4 11.604 9 12 8.703 0.322 0.246B26 8 11 7 8 8.990 9 12 6.742 0.250 0.191B27 5 6 7 ### 5.536 9 9 3.114 0.115 0.088B28 2 11 7 ### 2.953 9 9 1.661 0.062 0.047B29 2 8 7 ### 2.703 9 9 1.521 0.056 0.043B30 8 8 7 8 8.740 9 12 6.555 0.243 0.186

Total 1st floor beams 240.121 8.893 6.799

Total volume of concrete in beams 658.018 cft

24.371 Cu.yd

18.633 Cu.m

Volume of concrete in slabs1st Flr 2nd Flr Roof

Area (sft) 881.962 1001.703 893.796

Vol (cft) 330.736 375.638 335.173Vol (Cu.Yd) 12.249 13.913 12.414Vol (Cu.m) 9.365 10.637 9.491

No. of cement bags 78.988 89.712 80.048

Total Volume of concrete in slabs 1079.667 cft

39.988 Cu.yd

30.573 Cu.m

Volume of concrete in stairs C/S Area (sft) Width (ft)Per flight 11.474 3.300

No. of flights = 6

Total Volume of concrete in stairs227.193 cft

8.415 Cu.yd

6.433 Cu.m

2nd Floor Beamsft B D cft Cu.Yd Cu.m

B31 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210 B57 9 ###B32 8 9 ###### 8.828 9 12 6.621 0.245 0.187 B58 8 9B33 9 11 9 ### 9.964 9 12 7.473 0.277 0.212 B59 9 11B34 6 ### 11 ### 6.891 9 12 5.168 0.191 0.146 B60 6 ###B35 8 9 ###### 8.828 9 9 4.966 0.184 0.141 B61 ### 9B36 ### 9 1 2 19.792 9 18 22.266 0.825 0.630 B62 6 1B37 6 1 11 ### 6.141 9 12 4.605 0.171 0.130 B63 9 ###B38 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210 B64 8 9B39 8 9 ###### 8.828 9 12 6.621 0.245 0.187 B65 9 11B40 9 11 9 ### 9.964 9 12 7.473 0.277 0.212 B66 9 11B41 9 11 9 ### 9.964 9 12 7.473 0.277 0.212 B67 ### 9B42 9 ### 11 ### 9.891 9 12 7.418 0.275 0.210 B68 ### 9B43 8 6 ###### 8.578 9 12 6.434 0.238 0.182 B69 ### 9B44 ### 9 13.750 9 15 12.891 0.477 0.365 B70 2 11B45 ### 9 14.750 9 15 13.828 0.512 0.392 B71 ### 3B46 ### 9 11 ### 10.807 9 15 10.132 0.375 0.287 B72 ### 9B47 2 11 5 ### 2.943 9 15 2.759 0.102 0.078 B73 ### 0B48 ### 3 14.250 9 15 13.359 0.495 0.378 B74 ### 3B49 ### 9 13.750 9 12 10.313 0.382 0.292 B75 11 7B50 11 7 1 4 11.604 9 12 8.703 0.322 0.246 B76 2 11B51 11 7 1 4 11.604 9 12 8.703 0.322 0.246 B77 2 8B52 11 7 1 4 11.604 9 12 8.703 0.322 0.246B53 8 11 7 8 8.990 9 12 6.742 0.250 0.191B54 5 6 7 ### 5.536 9 9 3.114 0.115 0.088B55 2 11 7 ### 2.953 9 9 1.661 0.062 0.047 B78 6 ###B56 2 8 7 ### 2.703 9 9 1.521 0.056 0.043 B79 6 4

B80 ### 3B81 ### 9

Total 2nd floor beams 203.781 7.547 5.770


St. Roof

101.654

38.1201.4121.079

9.104


Vol (cft)37.866


Roof Beamsft B D cft Cu.Yd Cu.m

11 ### 9.891 9 12 7.418 0.275 0.210###### 8.828 9 12 6.621 0.245 0.187

9 ### 9.964 9 12 7.473 0.277 0.21211 ### 6.891 9 12 5.168 0.191 0.1461 2 19.792 9 18 22.266 0.825 0.63011 ### 6.141 9 12 4.605 0.171 0.13011 ### 9.891 9 12 7.418 0.275 0.210

###### 8.828 9 12 6.621 0.245 0.1879 ### 9.964 9 12 7.473 0.277 0.2129 ### 9.964 9 12 7.473 0.277 0.212

13.750 9 15 12.891 0.477 0.36514.750 9 15 13.828 0.512 0.392

11 ### 10.807 9 15 10.132 0.375 0.2875 ### 2.943 9 15 2.759 0.102 0.078

14.250 9 15 13.359 0.495 0.37813.750 9 12 10.313 0.382 0.292

3 4 15.063 9 12 11.297 0.418 0.3203 4 15.313 9 12 11.484 0.425 0.3251 4 11.604 9 12 8.703 0.322 0.2467 ### 2.953 9 9 1.661 0.062 0.0477 ### 2.703 9 9 1.521 0.056 0.043

180.482 6.685 5.111

Stair Headroom Roof Beams11 ### 6.891 9 12 5.168 0.191 0.14611 ### 6.391 9 12 4.793 0.178 0.136

14.250 9 15 13.359 0.495 0.37813.750 9 12 10.313 0.382 0.292

33.633 1.246 0.952

Total roof beams 214.115 7.930 6.063

Conc Vol Columns & FoundConc Vol Beams & Slabs

concrete volume

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