Question: Design reinforcement for B 1 section shown below over support? Use loads on slab D L = 6 k N m 2 and L L

Design reinforcement for B1 section shown below over support?
Use loads on slab DL=6kNm2 and LL=3kNm2.
Load of wall on B1=8kNm.
Columns (250**500mm)*.250.4525=
fc'=30
fy=420
L=3m
Design reinforcement for B 1 section shown below

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