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8.5 and 8.6: Use the virtual work method to determine the horizontal deflection at point C of the frames shown. B 25 kN/m 5 m 5 m Figure P8.5 EI = constant E = 70 GPa, I = 1030 * 106 mm* (ACH= 81.3 mm - 3 kN/m 20 kN 10 m D. Figure P8.6 -* 10 m El = constant E = 200 GPa, I = 400 * 106 mm* (ACH= 0.182 mm-

8.5 and 8.6: Use the virtual work method to determine the horizontal deflection at point C of the frames shown. B 25 kN/m 5 m 5 m Figure P8.5 EI = constant E = 70 GPa, I = 1030 * 106 mm* (ACH= 81.3 mm - 3 kN/m 20 kN 10 m D. Figure P8.6 -* 10 m El = constant E = 200 GPa, I = 400 * 106 mm* (ACH= 0.182 mm-

Structural Analysis
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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Energy Methods 273 (Acv= 373 mm|) 8.5 and 8.6: Use the virtual work method to determine the horizontal deflection at point C of the frames shown. B 25 kN/m 5 m 5 m Figure P8.5 EI = constant E = 70 GPa, I = 1030 * 106 mm* (ACH= 81.3 mm ) 3 kN/m 20 kN В 10 m 10 m Figure P8.6 El = constant E = 200 GPa, I = 400 * 106 mm* (ACH= 0.182 mm →) ||
Transcribed Image Text:Energy Methods 273 (Acv= 373 mm|) 8.5 and 8.6: Use the virtual work method to determine the horizontal deflection at point C of the frames shown. B 25 kN/m 5 m 5 m Figure P8.5 EI = constant E = 70 GPa, I = 1030 * 106 mm* (ACH= 81.3 mm ) 3 kN/m 20 kN В 10 m 10 m Figure P8.6 El = constant E = 200 GPa, I = 400 * 106 mm* (ACH= 0.182 mm →) ||
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