A Complete Design of Two Way Restrained Slab ( when Two adjacent edges are discontinuous)

[@jasminekaur8890]

Sir can you upload the drawing of reinforcement details?

[@studyspectra_1980]

While calculating the area of main tensile reinforcement along longer span,I think u have substituted wrong value of factored moment,it should be the maximum one right along y direction, and that is 10.17 kN-m not 5.99 kN-m

[@harishjoshi1139]

In all books. The ast is not calculated for Width - 3/4 of span. But u have done like that. Please explain

[@S.A.R.Y.]

From where did you get 6kn-m?

[@S.A.R.Y.]

In calc asty

[@soumenbaroi6339]

Can You upload the doc file please?