W, S, M, HP Shapes 5.5 kips/ft Y k1=0.75 k=0.842 I tf=0.44 6' 18' 6' d=15.9 -tw=0.275 bf=5.53
W, S, M, HP Shapes 5.5 kips/ft Y k1=0.75 k=0.842 I tf=0.44 6' 18' 6' d=15.9 -tw=0.275 bf=5.53
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A W16X31 A992 steel is used as a beam. The beam has a continuous lateral support. The uniformly distributed load shown in the figure is a service load that consists of 50% dead load (included the beam weight) and 50% live load. Using LRFD, determine the following?
Note:
A992 STEEL Fy = 50 ksi
Ag = 9.13 in^2
Zx = 54.0 in^3
What is the Ultimate (Governing Load Combo) Maximum Positive and Negative Moment (at midspan) in kips-ft
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