E = 29 x 100 psi Steel A = 900 mm² E = 200 GPa L=1.5m Bronze A= 300 mm² E=83 GPa L=2m FIG. P2.65 G. P2.64 2.64 The rigid beam of negligible weight is supported by a pin at O and two ver tical rods. Find the vertical displacement of the 50-kip weight. 2.65 The rigid bar of negligible weight is pinned at O and attached to two vertical rods. Assuming that the rods were initially stress-free, what is the largest load P that can be applied without exceeding stresses of 150 MPa in the steel rod and 70 MPa in 50 kips

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Steel
10 ftA=0.5 in.²
50 kips
E = 29 x 106 psi
2 m-
-1.5 m 1.5 m-
ft
Bronze
Steel
A = 300 mm²
E=83 GPa
L=2m
A = 900 mm²
E = 200 GPa
L = 1.5 m
FIG. P2.65
FIG. P2.64
2.64 The rigid beam of negligible weight is supported by a pin at O and two ver-
tical rods. Find the vertical displacement of the 50-kip weight.
2.65 The rigid bar of negligible weight is pinned at O and attached to two vertical
rods. Assuming that the rods were initially stress-free, what is the largest load P that
can be applied without exceeding stresses of 150 MPa in the steel rod and 70 MPa in
the bronze rod?
Transcribed Image Text:Steel 10 ftA=0.5 in.² 50 kips E = 29 x 106 psi 2 m- -1.5 m 1.5 m- ft Bronze Steel A = 300 mm² E=83 GPa L=2m A = 900 mm² E = 200 GPa L = 1.5 m FIG. P2.65 FIG. P2.64 2.64 The rigid beam of negligible weight is supported by a pin at O and two ver- tical rods. Find the vertical displacement of the 50-kip weight. 2.65 The rigid bar of negligible weight is pinned at O and attached to two vertical rods. Assuming that the rods were initially stress-free, what is the largest load P that can be applied without exceeding stresses of 150 MPa in the steel rod and 70 MPa in the bronze rod?
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