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
Пікірлер: 2
@ibrahimkhan80982 жыл бұрын
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
@abuzubair53703 жыл бұрын
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??