mine: e beam deflection at point A. e beam deflection at point B. me MA= 250 kip-ft, P – 29 kips, Lab = 4.9 ft, LBC = 7.4 ft. A LAB LBC swer: VA in. VB
mine: e beam deflection at point A. e beam deflection at point B. me MA= 250 kip-ft, P – 29 kips, Lab = 4.9 ft, LBC = 7.4 ft. A LAB LBC swer: VA in. VB
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; / = 1930 in.41. For the loading shown,
determine:
(a) the beam deflection at point A
(b) the beam deflection at point B.
Assume MA = 250 kip-ft, P = 29 kips, LAB = 4.9 ft, LBc = 7.4 ft.
![The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1930 in.“). For the loading shown,
determine:
(a) the beam deflection at point A.
(b) the beam deflection at point B.
Assume MA = 250 kip-ft, P = 29 kips, LAB = 4.9 ft, LBc = 7.4 ft.
MA
LAB
LBC
Answer:
(a) VA=
in.
(b) VB -
in.
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Transcribed Image Text:The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1930 in.“). For the loading shown,
determine:
(a) the beam deflection at point A.
(b) the beam deflection at point B.
Assume MA = 250 kip-ft, P = 29 kips, LAB = 4.9 ft, LBc = 7.4 ft.
MA
LAB
LBC
Answer:
(a) VA=
in.
(b) VB -
in.
Save for Later
Attempts: 0 of 1 used
Submit Answer
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