Structural design for greenhouse at Bhujodi-2

dc.contributor.author	Sharan, Girja
dc.contributor.author	Pilare, Vasant R.
dc.date.accessioned	2009-12-12T06:27:38Z
dc.date.available	2009-12-12T06:27:38Z
dc.date.copyright	1999-02
dc.date.issued	2009-12-12T06:27:38Z
dc.identifier.uri	http://hdl.handle.net/11718/502
dc.description.abstract	This write up contains design computations for selection of structural members for a greenhouse to be installed at Bhujodi. Straight wall gable roof form was selected. Wind load estimates made for wind angle 0 degree and 90 degree on air tight structure. Analysis was also carried out for left wall open. Effect of wind on the structure will be more serve when it is blowing at 0 degree. If the greenhouse happens to be open during high wind, the possibility of damage is increased. The steel requirement of structure in the present analysis is slightly high (15 kg/m2). Conventionally it should not exceed 10kg/ m2.	en
dc.relation.ispartofseries	WP;99-02-01
dc.subject	Greenhouse	en
dc.subject	Bhujodi	en
dc.title	Structural design for greenhouse at Bhujodi-2	en
dc.type	Working Paper	en