h) An internal floor is to supported using grade C16 timber joists of width, b = 25 mm. The design moment in each joist is 2.5 kNm. Justify a suitable choice of ksys and hence determine the minimum depth of joist required to resist bending. (Joist design bending strength, fmy.d=: kn x ksys x kmod X fSm.k . ; Ym for solid timber = 1.3; kn = YM 1.0.; kmod = 0.8)

h) An internal floor is to supported using grade C16 timber joists of width, b = 25 mm. The design moment in each joist is 2.5 kNm. Justify a suitable choice of ksys and hence determine the minimum depth of joist required to resist bending. (Joist design bending strength, fmy.d=: kn x ksys x kmod X fSm.k . ; Ym for solid timber = 1.3; kn = YM 1.0.; kmod = 0.8)

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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