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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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:
- The stress in each bar. Answ: 27.01 MPa, 328.01 MPa
- The vertical displacement at the point where the load is applied. Answ: 0.9403 mm.
- The rotation at point B. Answ: 0.001069 rad.
- The horizontal displacement 400 mm below point B. Answ: 0.42741 mm.
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