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. Emin/δc,ll = λyy = The uniformly distributed load capacity kN/m iyy = δc,adm,ll (N/mm2) = K12 = λxx = ixx =

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. Emin/δc,ll = λyy = The uniformly distributed load capacity kN/m iyy = δc,adm,ll (N/mm2) = K12 = λxx = ixx =

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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