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mohammedqasimlais
SEFI Member
Joined: 17 Sep 2017
Posts: 3
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 Posted: Tue Jun 18, 2024 1:57 pm Post subject: Design for Structural Support for gypsum dry wall |
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Hi
Anybody can check this structure to be safe
All 75x75x3 SHS sections used for fixing gypsum boards on both sides. Proposed for L shaped wall of Length 23+10 meters. The height is 7meters. Vertical columns are spaced at 1.3m c/c and horizontal 5 beams are considered including top and bottom. Colums are fixed to the Bottom RCC Slab using base plate and anchor Bolts and top is Truss where we are planning to weld. We are going to screw the gypsum boards at 600mm c/c.(in-between GI channels considered)
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vikram.jeet
General Sponsor
Joined: 26 Jan 2003
Posts: 3882
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| Posted: Fri Jun 21, 2024 4:39 am Post subject: |
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Dear Er,,
Please pardon, as here on sefi we can give opinion and can not check.
Pl check with wind pressure on wall cladding taking sum of internal and external pressure wind force.
Vertical columns and horizontal members supporting wall clad to be checked for bending moments.
Spacing of members verticsl and horzontal are fine but check first horizontal s and then check verticals . Roof also gives horxz reactio at tip alongwith wind uplift force.
Spacings are practical skills |
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