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There are four secondary drainage outlets The Secondary drainage depth = 2.5 inch Rainfall intensity =…
There are four secondary drainage outlets
The Secondary drainage depth = 2.5 inch
Rainfall intensity = 3 in/hr
Diameter of the drainage pipe = 6 inch
The projected loading is given below:
Roof Dead Load = 20 psf
Roof Live Load = 18 psf
Wind Load = negligible
Snow Load = AISC recommendation apply
Assume any missing data. Determine the axial load on the marked column considering live load reduction factor.
A single storied general official building is to be located at 200 Inverness Dr West, Englewood, CO 80112 p-p-p-p 6-30 Beam @10 ft ce [email protected] ft ce Column a10 tcc 40ft Plan view of the lower part
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