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ENCI336-26S2 - Behaviour and Design of Structures 1
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Q1(viii) What is the maximum uniformly distributed live load, wQ*, for Part (e)? (in kN/m)
Q1(xiv) From the ϕMb vs Le curves in part (f), what is the maximum Le before the member strength starts to decrease due to FLT buckling when αm = 1.7? (in mm)
Q1(vii) What is the maximum factored uniformly distributed load, w*, for Part (d)? (in kN/m)
Q1(iv) What is the moment modification factor, αm, for Part (c)? (in 2 decimals e.g. 1.50)
Q1(iii) What is the maximum factored moment, M*, for Part (b)? (in kN-m)
Q1(vi) What is the effective length, Le, for Part (d)? (in m)
Q1(ii) What is the maximum factored uniformly distributed load, w*, for Part (a)? (in kN/m)
Problem 2 (i): What is the effective length of the column AD? (m)
Problem 3 (i): What is the design compressive strength of Column 1, ϕNc1s ? (kN)
Problem 3 (vii): What is the maximum factored load that can be applied on Column 3, N3* ? (kN)