The steel beam below carries the given specified Joad cases: Poad 34 kN, Pue 81 kN, Psnow" 60 kN Wpead 17 kN/m, wuve 23 kN/m, wsnow43 kN/m Use the Limits States Design method to factor the load cases into the following load combination: DEAD+ SNOW + LIVE (SNOW is principal, LIVE is companion) For this factored load combination, what is the Maximum Factored Moment, Mmas in kN-m?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The steel beam below carries the given specified load cases:
Poead 34 kN, Puve - 81 kN, Psnow - 60 kN
WDead= 17 kN/m, WLive 23 kN/m, wsnow 43 kN/m
Use the Limits States Design method to factor the load cases into the following load combination:
DEAD + SNOW + LIVE
(SNOW is principal, LIVE is companion)
For this factored load combination, what is the Maximum Factored Moment, Mimas in kN-m?
SPECIFIED
Point Load P (kN)
UDL w (kN/m)
DEAD
Poad
Woead
LIVE
PLe
WLve
SNOW
P
Wsnow
45 m
4.5 m
R
Ra
Transcribed Image Text:The steel beam below carries the given specified load cases: Poead 34 kN, Puve - 81 kN, Psnow - 60 kN WDead= 17 kN/m, WLive 23 kN/m, wsnow 43 kN/m Use the Limits States Design method to factor the load cases into the following load combination: DEAD + SNOW + LIVE (SNOW is principal, LIVE is companion) For this factored load combination, what is the Maximum Factored Moment, Mimas in kN-m? SPECIFIED Point Load P (kN) UDL w (kN/m) DEAD Poad Woead LIVE PLe WLve SNOW P Wsnow 45 m 4.5 m R Ra
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