Design Footing for column C2 shown in Fig-II. Allowable bearing capacity is (70+S)/980 Mpa. Depth of...

   

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Design Footing for column C2 shown in Fig-II. Allowable bearing capacity is (70+S)/980 Mpa. Depth of footing is 5feet. LL reduction is 30%. S.No Roll No R-Value S-Value 1 1-10 Roll Nox10 inches R 2 11-20 Roll Nox35.27 in mm (R/37.29)+1 3 21-40 Roll Nox1.15 in inches (R/3.3)+1.5 41-60 Roll Nox0.63 in inches (R/2.3)+1 61-80 Roll Nox14.3 in mm (R/42)+1.7 6. 81-97 Roll Nox0.35 in inches 0.9R 7 Re-enroll Roll Nox0.5 in inches R R is roll no. =70 Property Line Noc8meach- FIG-II -6@(14' +R) each- Design Footing for column C2 shown in Fig-II. Allowable bearing capacity is (70+S)/980 Mpa. Depth of footing is 5feet. LL reduction is 30%. S.No Roll No R-Value S-Value 1 1-10 Roll Nox10 inches R 2 11-20 Roll Nox35.27 in mm (R/37.29)+1 3 21-40 Roll Nox1.15 in inches (R/3.3)+1.5 41-60 Roll Nox0.63 in inches (R/2.3)+1 61-80 Roll Nox14.3 in mm (R/42)+1.7 6. 81-97 Roll Nox0.35 in inches 0.9R 7 Re-enroll Roll Nox0.5 in inches R R is roll no. =70 Property Line Noc8meach- FIG-II -6@(14' +R) each-

Answer rating: 100% (QA)

Solution S No Roll No 1 110 2 1120 3 2140 4160 6180 8197 ... View the full answer