For a structural member, dead load = 20 kN and live load =12 kN. What will be its design load as per the limit state of collapse philosophy?
Moment due to Dead load (DL)= 20 kNm;
Moment due to live load (LL) = 12 kNm;
Design load = 1.5( DL+LL)
= 1.5( 20+12)=48 kN