Load Calculation of One Way Slab I Design of Flexural Member I Design of Steel Structures

You will understand how to classify slab as one way slab and two way slab. also, how to calculate the load distribution for slab and the load from slab to beam

[@ibrahimkhan8098]

you are forget to factored the total load of slab, (1.5DL+1.5LL) = (6×1.5+4×1.5)=15KN/m2
So, total load on beam is 45KN/m

[@abuzubair5370]

the load on beam at the side is just half of load from slab1 right?..so, for beam GH is =area of ADGH x load intensity...=(1.5x8) x 10...then, beam GH was 120kN??..is it correct??