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A stud wall panel has an overall height of 4m including top and bottom rails and vertical studs at 400 centres with nogging at mid- height. Assuming that the studs, rail framing and nogging pieces comprise 47 x 125mm section of C24 strength class, calculate the maximum uniformly distributed medium term load the panel is able to support. Use service class condition 2. λιγ = ixx = Scadm.ll (N/mm2) = Choose... • Choose... Choose.... The uniformly distributed load capacity kN/m Choose.... Axxx = K12= Emin/8cl= Choose... • Choose... Choose.... iyy= Choose....

A stud wall panel has an overall height of 4m including top and bottom rails and vertical studs at 400 centres with nogging at mid- height. Assuming that the studs, rail framing and nogging pieces comprise 47 x 125mm section of C24 strength class, calculate the maximum uniformly distributed medium term load the panel is able to support. Use service class condition 2. λιγ = ixx = Scadm.ll (N/mm2) = Choose... • Choose... Choose.... The uniformly distributed load capacity kN/m Choose.... Axxx = K12= Emin/8cl= Choose... • Choose... Choose.... iyy= Choose....

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 stud wall panel has an overall height of 4m including top and bottom rails and vertical studs at 400 centres with nogging at mid- height. Assuming that the studs, rail framing and nogging pieces comprise 47 x 125mm section of C24 strength class, calculate the maximum uniformly distributed medium term load the panel is able to support. Use service class condition 2. λιγ = ixx = Scadm.ll (N/mm2) = Choose... • Choose... Choose.... The uniformly distributed load capacity kN/m Choose.... Axxx = K12= Emin/8cl= Choose... • Choose... Choose.... iyy= Choose....
Transcribed Image Text:A stud wall panel has an overall height of 4m including top and bottom rails and vertical studs at 400 centres with nogging at mid- height. Assuming that the studs, rail framing and nogging pieces comprise 47 x 125mm section of C24 strength class, calculate the maximum uniformly distributed medium term load the panel is able to support. Use service class condition 2. λιγ = ixx = Scadm.ll (N/mm2) = Choose... • Choose... Choose.... The uniformly distributed load capacity kN/m Choose.... Axxx = K12= Emin/8cl= Choose... • Choose... Choose.... iyy= Choose....
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