L = 20 ft El = constant E = 29,000 ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A. Determine Shear force and Bending Moment Diagrams with line loading, w = 5 k/ft (E=29,000 ksi, I = 301 in4 and A=7.68 in2). Assume the self weight of the beam is 26 lb/ft.
• B. Determine the rotation at support “A” and the deflection at 4ft from support “A” by using Virtual Work Method and verify the results from the equations of the front pages of the text book.
Transcribed Image Text:L = 20 ft
El = constant
E = 29,000 ksi
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