Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa nd fy=400 MPa N10 kN/m (excluding self-eight) WI-20 kN/m 2m Pa = 4 KN Pue? KN 625 mm mm 4025 10 mm (stirrup

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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DB
T
C
BOXLIGHT
COLLE
Swounded
to O
e | E23-24/5d2qz.pd
WF10 kN/m (excluding self-eight)
WI-20 kN/m
2m
1 aff
O Search
Q-B/Find the maximum value of) for the beam shown below, use
f=35 MPa and fy=400 MPa
P₁ = 4 KN
Pu=? KN
1
625 mm
6
988
80
300 mm
4025
L
-(t
10 mm (stirrup
Transcribed Image Text:DB T C BOXLIGHT COLLE Swounded to O e | E23-24/5d2qz.pd WF10 kN/m (excluding self-eight) WI-20 kN/m 2m 1 aff O Search Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa and fy=400 MPa P₁ = 4 KN Pu=? KN 1 625 mm 6 988 80 300 mm 4025 L -(t 10 mm (stirrup
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