A bracket with bw = 350 mm and h = 450 mm protruding
from a beam column is subjected to a reaction force RD =
140 kN by a fixed load in a vertical direction at a = 180 mm
position and a reaction force RL = 160 kN by a loading
load. Additionally, fck = 28 MPa and fyt =
400 MPa are placed integrally with normal weight concrete.
Design the bracket using these conditions.
A bracket with bw = 350 mm and h = 450 mm protruding from a beam column is subjected to a reaction force RD = 140 kN by
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A bracket with bw = 350 mm and h = 450 mm protruding from a beam column is subjected to a reaction force RD = 140 kN by
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