DEFORMATION DUE TO AXIAL FORCES PROBLEM 1: CE Brd Exam The rigid block shown weighs 176.4 «N. It is held in position shown with stress in the supporting rods shown nitially zero. If the former is to remain

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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DEFORMATION DUE TO
AXIAL FORCES
PROBLEM 1: CE Brd Exam
The rigid block shown weighs 176.4
kN. It is held in position shown with
stress in the supporting rods shown
initially zero. If the former is to remain
horizontal when released,
1a. Find the ratio of forces in bronze
and steel
a. 0.389
c. 0.397
1b. Find the stress in the bronze rod.
b. 0.344
d. 0.416
а. 31.92 MPа
с. 28.73 МPа
1c. Find the the elongation of steel rod.
b. 53.34 MPa
d. 39.67 MPa
a. 0.615 mm
b. 1.83 mm
c. 2.31 mm
d. 2.12 mm
0.6 m
BRONZE
A=900mm
STEEL
STEEL
A=600mm
A=600mm
1 m
E-200GPA
E-83GPA
E=200GPA
W = 176.4 kN
Transcribed Image Text:DEFORMATION DUE TO AXIAL FORCES PROBLEM 1: CE Brd Exam The rigid block shown weighs 176.4 kN. It is held in position shown with stress in the supporting rods shown initially zero. If the former is to remain horizontal when released, 1a. Find the ratio of forces in bronze and steel a. 0.389 c. 0.397 1b. Find the stress in the bronze rod. b. 0.344 d. 0.416 а. 31.92 MPа с. 28.73 МPа 1c. Find the the elongation of steel rod. b. 53.34 MPa d. 39.67 MPa a. 0.615 mm b. 1.83 mm c. 2.31 mm d. 2.12 mm 0.6 m BRONZE A=900mm STEEL STEEL A=600mm A=600mm 1 m E-200GPA E-83GPA E=200GPA W = 176.4 kN
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