0.003 rad A w = 4 kips/ft 8'. 0.3", е в — 2' — C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam is subjected to uniform force w as shown in the figure below, E of the entire section is 30000 kips/inch^2, I is 240 in^4, if point A is supported by 0.003 rad clockwise before assembly, and point B is supported at Subside 0.3 inches before assembly, try to calculate the reaction force of point A and point B.
Transcribed Image Text:0.003 rad
A
w = 4 kips/ft
8'-
0.3",
C
B
+ 2'→
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