O 0.9m B W 8.1m 3.0m 4.8m WOL = 45 kN/m d' = 70mm d = 490 mm b = 250mm f₂ = 28 MPa Grade 60 rebars Section at C 6-32mm 4-28mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Assume a concrete cover of 40mm, 10mm stirrups and clear distance between layers of 25mm. Determine the concrete and steel stresses at the fixed support C.

0.9m
B
A
8.1m
3.0m
4.8m
W = 45 kN/m
d' = 70mm
d = 490 mm
b = 250mm
f¹ = 28 MPa
Grade 60 rebars
Section at C
6-32mm
4-28mm
Transcribed Image Text:0.9m B A 8.1m 3.0m 4.8m W = 45 kN/m d' = 70mm d = 490 mm b = 250mm f¹ = 28 MPa Grade 60 rebars Section at C 6-32mm 4-28mm
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