Design the purlin between two trusses spaced 3m apart to support o.19 KPa roofing. Spacing of purlins is 0.50m on centers. Allowable bending stress is 12.84 MPa, allowable shearing stress is 0.70 MPa and allowable deflection is 360 0.50m 3m b=? 2m d=?

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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Design the purlin between two trusses
spaced 3m apart to support 0.19 KPa roofing.
Spacing of purlins is 0.50m on centers. Allowable
bending stress is 12.84 MPa, allowable shearing
stress is 0.70 MPa and allowable deflection is
L
To
0.50m
$
3m
b=?
2m
d=?
Transcribed Image Text:Design the purlin between two trusses spaced 3m apart to support 0.19 KPa roofing. Spacing of purlins is 0.50m on centers. Allowable bending stress is 12.84 MPa, allowable shearing stress is 0.70 MPa and allowable deflection is L To 0.50m $ 3m b=? 2m d=?
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