What I am designing is a composite slab, precast slab in the bottom and in-situ slab on the top.
I have checked BS5400, cl 7.4.2.3 and BS8110, 5.4.7. They are suggesting different methods for estimating the horizontal or interface shear stress. BS5400 sugguest using v=VQ/IB ( which is the...
Distribution of horizontal shear stree by BS8110, cl.5.4.7.2.
Anyone can show me how?
The clause said that the average horizontal shear reinforcement should be distributed in proportion to the vertical design shear force diagram to give the horizontal shear stress at any point along the length...
Distribution of horizontal shear stree by BS8110, cl.5.4.7.2.
Anyone can show me how?
The clause said that the average horizontal shear reinforcement should be distributed in proportion to the vertical design shear force diagram to give the horizontal shear stress at any point along the length...