8. Design the angle purlin for the following specifications Span of truss =9m c/c, Pitch 1/5 of span, spacing of purlin 1.4m c/c Loading from roof material 200N/m² Wind load 1200N/m²
8. Design the angle purlin for the following specifications Span of truss =9m c/c, Pitch 1/5 of span, spacing of purlin 1.4m c/c Loading from roof material 200N/m² Wind load 1200N/m²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve 8 th question only

Transcribed Image Text:6. Design angle section purlin for Symmetric trusses of span 20m and height 5M are spaced
at 3 m c/c to resist the following loads. Weight of sheet including bolts=171kn/m² Live
Load= 0.4kn/m², Wind load= 1.2kn/m², suction, spacing of purlins=1.4m.
7. Design a welded plate girder of span 30m to carry imposed load of 25kN/m. Avoid use of
bearing and intermediate stiffeners take F. 415 grade of steel?
8. Design the angle purlin for the following specifications Span of truss=9m c/c, Pitch 1/5
of span, spacing of purlin 1.4m c/c Loading from roof material 200N/m² Wind load
1200N/m²
9. Design of roof truss adopting span of 7.2m, spacing of 3m, rise of the truss is 2.7m, also
consider roof covering with AC sheets, height of the truss is 12m?
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