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foundation L1= 8 , L2 = 5 l1=8 ,, L2= 5 QUESTIONS QI. Design a continous footing for the given column loads and moments. (For

foundation

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L1= 8 , L2 = 5

l1=8 ,, L2= 5

QUESTIONS QI. Design a continous footing for the given column loads and moments. (For L1 and L2, from your student number, left to right, take 4ch number as L1 and 5th number as L2, if the 5th number is 0, 1, 2, 3 take the 6th number as L2) Draw shear and bending moment diagrams along the continous footing.( Do not consider the weight of the continous footing) (All colums are 25cmx60cm, a1=200KN/m?) (30p). 800kw 1600kw 1000kn 280kn.m 40knim 100ww.my * 21 12 QUESTIONS QI. Design a continous footing for the given column loads and moments. (For L1 and L2, from your student number, left to right, take 4ch number as L1 and 5th number as L2, if the 5th number is 0, 1, 2, 3 take the 6th number as L2) Draw shear and bending moment diagrams along the continous footing.( Do not consider the weight of the continous footing) (All colums are 25cmx60cm, a1=200KN/m?) (30p). 800kw 1600kw 1000kn 280kn.m 40knim 100ww.my * 21 12

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