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Posted: Tue Dec 04, 2018 10:54 am Post subject: Non-Load bearing wall design as per NBC Part 6 Section 4 Appendix D
While designing non-load bearing wall as per NBC Part 6 Section 4 Appendix D, shall we consider wind load factor as 0.75 as per working stress method or 1.5 as per limit state of collapse?
The bending moment calculation as per table 22 or 23 doesn't say about whether the total load P is to be factored on not, neither the permissible tensile stress table in clause 5.4.2 mentions about it. Or shall we use only the unfactored wind load and compare with the tensile strength given?
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