The symmetrical framed structure shown is hinged at A, C and E.
Investigate the adequacy of a W530x85 to be used for the rafter and
column for the equivalent vertical loading shown. Assume that only
the outer flanges are laterally supported by the purlins and side
girts. Neglect weight of frame members. The section is bent about
its strong axis.
The Symmetrical Framed Structure Shown Is Hinged At A C And E Investigate The Adequacy Of A W530x85 To Be Used For The 1 (5.73 KiB) Viewed 70 times
B 15 kN/m 20 M 3 m I
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