A 880 mm C B 720 mm 260 mm 400 mm 430 mm D Bar (1) Aluminum Bar (2) Steel Elastic modulus, E 70 GPa 200 GPa 2 Area, A 200 mm² 400 mm²

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The following rigid structure ABCD is supported by a hinge at B and two bars at C and D. The applied load is 100 kN. The data is shown in the table. Determine:

  1. The stress in each bar. Answ: 27.01 MPa, 328.01 MPa
  2. The vertical displacement at the point where the load is applied. Answ: 0.9403 mm.
  3. The rotation at point B. Answ: 0.001069 rad.
  4. The horizontal displacement 400 mm below point B. Answ: 0.42741 mm.
A
880 mm
C
B
720 mm
260 mm
400 mm
430 mm
D
Transcribed Image Text:A 880 mm C B 720 mm 260 mm 400 mm 430 mm D
Bar (1) Aluminum
Bar (2) Steel
Elastic modulus, E
70 GPa
200 GPa
2
Area, A
200 mm²
400 mm²
Transcribed Image Text:Bar (1) Aluminum Bar (2) Steel Elastic modulus, E 70 GPa 200 GPa 2 Area, A 200 mm² 400 mm²
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