4) If the beam of question 2) is a cantilever of a W18 x 130 steel wide-flange with the support at point A, determine if the deflection at the free end (B) is adequate for the distributed live load shown when it is used for a roof beam with no plaster. I = 2460 in, E = 29 x 10 ksi. %3D
4) If the beam of question 2) is a cantilever of a W18 x 130 steel wide-flange with the support at point A, determine if the deflection at the free end (B) is adequate for the distributed live load shown when it is used for a roof beam with no plaster. I = 2460 in, E = 29 x 10 ksi. %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4) If the beam of question 2) is a cantilever of a W18 x 130 steel wide-flange with the support at
point A, determine if the deflection at the free end (B) is adequate for the distributed live load
shown when it is used for a roof beam with no plaster. I = 2460 in, E = 29 x 10 ksi.
%3D

Transcribed Image Text:730 lb/ft
52.56 k-ft
(AA
B4
(2)
24 ft
10.95 k
6.57 k
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