Use Virtual Work Method to answer the questions below considering the truss shown in the figure. Assume A = 1200 mm', E = 200 GPa and a = 12 x 10 /°C a. Axial force on member ED from the real structure in kN. Put (-) negative sign if it's under compression. b. Axial force on member AE from the virtual structure for the vertical displacement at joint A. c. Vertical displacement of joint A in mm due to external force only. Put negative sign if its downward. d. Vertical displacement of joint A in mm due to -100 °C change in temperature in members AE and ED. Don't add deflection due to external loads or fabrication error. Put negative sign if its downward. E 2.6 m to 3.80 kN 4.5 kN -2.6 m +- 2.6 m
Use Virtual Work Method to answer the questions below considering the truss shown in the figure. Assume A = 1200 mm', E = 200 GPa and a = 12 x 10 /°C a. Axial force on member ED from the real structure in kN. Put (-) negative sign if it's under compression. b. Axial force on member AE from the virtual structure for the vertical displacement at joint A. c. Vertical displacement of joint A in mm due to external force only. Put negative sign if its downward. d. Vertical displacement of joint A in mm due to -100 °C change in temperature in members AE and ED. Don't add deflection due to external loads or fabrication error. Put negative sign if its downward. E 2.6 m to 3.80 kN 4.5 kN -2.6 m +- 2.6 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Use Virtual Work Method to answer the questions below considering the truss shown in the figure.
Assume A = 1200 mm', E = 200 GPa and a = 12 x 10* / °C
a. Axial force on member ED from the real structure in kN. Put (-) negative sign if it's under compression.
b. Axial force on member AE from the virtual structure for the vertical displacement at joint A.
c. Vertical displacement of joint A in mm due to external force only. Put negative sign if its downward.
d. Vertical displacement of joint A in mm due to -100 °C change in temperature in members AE and ED. Don't
add deflection due to external loads or fabrication error. Put negative sign if its downward.
E
2.6 m
to
3.80 kN
4.5 kN
-2.6 m 2.6 m
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