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A W14x61 of A992 steel is used as beam and has continuous lateral support. The load P is a service live load ONLY. Using, LRFD what is the maximum permissible value of P in kips? NOTE: Ag=17.9 in^2 Zx = 102 in^3 ... k1=1 k=1.24 I tf=0.645 =13.9 15' 15 -tw=0.375 bf=9.99 Round your answer to 3 decimal places.

A W14x61 of A992 steel is used as beam and has continuous lateral support. The load P is a service live load ONLY. Using, LRFD what is the maximum permissible value of P in kips? NOTE: Ag=17.9 in^2 Zx = 102 in^3 ... k1=1 k=1.24 I tf=0.645 =13.9 15' 15 -tw=0.375 bf=9.99 Round your answer to 3 decimal places.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W14x61 of A992 steel is used as beam and has continuous lateral support. The load P is a service live load ONLY. Using, LRFD what is the maximum permissible value of P in kips? NOTE: Ag=17.9 in^2 Zx = 102 in^3 ... k1=1 k=1.24 I. tf=0.645 =13.9 15' 15' -tw=0.375 bf=9.99 Round your answer to 3 decimal places.
Transcribed Image Text:A W14x61 of A992 steel is used as beam and has continuous lateral support. The load P is a service live load ONLY. Using, LRFD what is the maximum permissible value of P in kips? NOTE: Ag=17.9 in^2 Zx = 102 in^3 ... k1=1 k=1.24 I. tf=0.645 =13.9 15' 15' -tw=0.375 bf=9.99 Round your answer to 3 decimal places.
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