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:) draw bending moment shear foice and ü) determine the maximum sagging end hogging mom iu) calkukate k w) calcubdte beam designe - in N) ealculate piretimary sizng take A= Goomm 9 = Domm Ø Linkts 10mm. B01d/mme, fy D5ON/mm2 fyvs 55ON/mm? , 63.48 KN (m 1 20.89KNIM ma-3

:) draw bending moment shear foice and ü) determine the maximum sagging end hogging mom iu) calkukate k w) calcubdte beam designe - in N) ealculate piretimary sizng take A= Goomm 9 = Domm Ø Linkts 10mm. B01d/mme, fy D5ON/mm2 fyvs 55ON/mm? , 63.48 KN (m 1 20.89KNIM ma-3

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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Please help me find the sagging and hogging
) draw ü) determine the maximum bending moment aind shear foice sagging end n) calkuate k w) calcutdrte beam designe - in x) calculktie pretimary sizng take A Goomm = Jomm Ø Linkta 1omm BO Imma fy D5ON/mm2 , fyv s D5ON/mm? 63.48 KN(m 20.83KN/m KBA = BEI BEI O.456 EI %3D
Transcribed Image Text:) draw ü) determine the maximum bending moment aind shear foice sagging end n) calkuate k w) calcutdrte beam designe - in x) calculktie pretimary sizng take A Goomm = Jomm Ø Linkta 1omm BO Imma fy D5ON/mm2 , fyv s D5ON/mm? 63.48 KN(m 20.83KN/m KBA = BEI BEI O.456 EI %3D
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