Q.

If the surface is rough tamped and without links to withstand a horizontal shear stress of 0.6n/mm2 and assuming the moduli of elasticity of precast and insitu cast concrete to be equal the centroid of the composite section is located 110mm from the top of the slab, second moment area of composite section is 2487×105mm4, calculate ultimate shearing resistance?

A. 14
B. 12
C. 18
D. 21
Answer» B. 12
788
0
Do you find this helpful?
1

Discussion

No comments yet