From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint C, D and E respectively. Use Sl = 3 m; S2 = 4 m P₁ G H 6 @ S₁ E B ...
From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint C, D and E respectively. Use Sl = 3 m; S2 = 4 m P₁ G H 6 @ S₁ E B ...
Chapter4: Plane And Space Trusses
Section: Chapter Questions
Problem 32P
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Transcribed Image Text:From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint C, D and E respectively. Use SI = 3
m; S2 = 4 m
P₁
Properties of diagonal members (2L75 x 75 x 6):
Ag = 1858 mm2
Fy = 248 MPa
rx = 22.9 mm
ry = 33.2 mm
G
a) What is the axial force in kN, in member DI?
b) What is the allowable stress in MPa, in member DI?
c) Calculate the allowable load in kN, in member DI.
H
6 @ Si
I
P₁
E
B
S,
CIVIL ENGINEERING-
STEEL DESIGN
...
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