VWM - PROBLEM 4. Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10ʻ mm*. Determine the following unknowns for the prismatic cantilever beam shown below. A. The moment at the support in kN-m. B. The deflection at point B in meters. C. The deflection at point C in meters. D. The maximum deflection in meters. E. The rotation at the free-end in rad.

Structural Analysis
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VWM - PROBLEM 4.
Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10ʻ mmt.
Determine the following unknowns for the prismatic cantilever beam shown below.
A. The moment at the support in kN-m.
B. The deflection at point B in meters.
C. The deflection at point C in meters.
D. The maximum deflection in meters.
E. The rotation at the free-end in rad.
20 kN
30 kN/m
B
C
D
5m
2m
2m
Transcribed Image Text:VWM - PROBLEM 4. Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10ʻ mmt. Determine the following unknowns for the prismatic cantilever beam shown below. A. The moment at the support in kN-m. B. The deflection at point B in meters. C. The deflection at point C in meters. D. The maximum deflection in meters. E. The rotation at the free-end in rad. 20 kN 30 kN/m B C D 5m 2m 2m
VWM - PROBLEM 1.
Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10° mm for
the beam shown below. The I is the inertia of the cross-section.
Determine the following:
A. The reaction at the supports in kN.
B. The rotation at the supports in rad.
C. The deflection at the midspan in meters.
D. The maximum deflection in meters.
65 kN/m
80 kN
50 kN/m
I
I
21
21
2m
2m
3m
3m
Transcribed Image Text:VWM - PROBLEM 1. Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10° mm for the beam shown below. The I is the inertia of the cross-section. Determine the following: A. The reaction at the supports in kN. B. The rotation at the supports in rad. C. The deflection at the midspan in meters. D. The maximum deflection in meters. 65 kN/m 80 kN 50 kN/m I I 21 21 2m 2m 3m 3m
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