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
Ast is always calculated for unit metre. The 3/4 of span is the size of mid strip. The Ast we calculate, multiplied with total width, gives the total reinforcement to be provided along the mid strip.
Sir can you upload the drawing of reinforcement details?
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
From where did you get 6kn-m?
In calc asty
In all books. The ast is not calculated for Width - 3/4 of span. But u have done like that. Please explain
Ast is always calculated for unit metre. The 3/4 of span is the size of mid strip. The Ast we calculate, multiplied with total width, gives the total reinforcement to be provided along the mid strip.
Can You upload the doc file please?