15 kN A = 500 mm A A = 400 mm² A = 500 mm 3 m A = 400 mm² 2 A = 500 mm D 30 kN 4 m B E = 200 GPa
15 kN A = 500 mm A A = 400 mm² A = 500 mm 3 m A = 400 mm² 2 A = 500 mm D 30 kN 4 m B E = 200 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using VIRTUAL WORK METHOD Only. Compute the following unkowns.
Find the real internal force F on member CD in kN.
Find the real internal force F on member CB in kN.
Find the Virtual force Fv on member CB due to the 1-unit horizontal load
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