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Tata Box Section BEAM COLUMN RIGID WELDED CONNECTION

 
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paresh_kothari
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Joined: 14 Nov 2016
Posts: 17

PostPosted: Thu Aug 06, 2020 7:18 pm    Post subject: Tata Box Section BEAM COLUMN RIGID WELDED CONNECTION Reply with quote

Dear Sir,
I am designing a industrial steel structure.
I have queries regarding Beam Column Rigid Joint design.
I am getting 3 forces (Reaction(vertical), Lateral, Axial) and 3 moment (Along Beam depth Moment, along beam width Moment, torsion)  at joint.
Mainly book have example of Reaction and Along beam moment.

I really want to know that how to design for remaining forces,

I am getting along width moment more than along depth moment at many places, So can't ignore.

Structure is three story steel structure, designing for earthquake and wind.

- Paresh
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VPandya
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Joined: 09 Nov 2009
Posts: 796
Location: Ahmedabad

PostPosted: Thu Aug 06, 2020 8:56 pm    Post subject: See AISC DESIGN GUIDE - 7 For Industrial Structures . Reply with quote

Er.  Paresh Kothari ,

See AISC Design Guide -7  Industrial Building Design Third Edition. That Design Guide -7 is for Industrial Structures and has design for both Wind Loads and Earth Quake loads.

Probably you need a different Structural Framing like in  Design Guide -7 ( Lateral Bracings ) to avoid certain forces you are getting . This is a very complete AISC  Design  Guide for Industrial Structures .


Vasudeo Pandya  P.E.
Structural Engineer



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AISC DESIGN GUIDE-7 , for Industrial Structures .

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paresh_kothari
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PostPosted: Sun Aug 16, 2020 7:02 pm    Post subject: Reply with quote

Thank you Sir
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