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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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

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
Transcribed Image Text: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
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