QUESTION $2$

$(7\mathrm{.}35-7\mathrm{.}40$ p$.$m$.)$

Consider the monolithic beam$-$slab construction of Question $1$ with the curtailment of the upper layer tension bars in the beams at $1-$m distance from the faces of the supports. Design the details of the continuing bottom layer tension bars at the supports from the development length consideration. The data calculated in Question $1$ may be directly used here.