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you are forget to factored the total load of slab, (1.5DL+1.5LL) = (6×1.5+4×1.5)=15KN/m2So, total load on beam is 45KN/m
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??
![Lecture 8 Load Transfer from Slabs to Beams | Part 1 [Concrete Structures]](/img/n.gif)
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
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??