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#196
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12/08/00
02:41 AM
Re: Static Seismic Analysis
Ohliger
Member
Registered: 12/16/99
Posts: 246
Loc: Mannheim,Germany
For the stress the sign U must have the same as W , but for the restraint load the sign from U is imported.
The load case (T+W) (+U) or (-U) must be summed for the restraint load (load case HS in german)
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Static Seismic Analysis
roveran
10/05/00
03:27 AM
Re: Static Seismic Analysis
Richard Ay
10/05/00
03:11 PM
Re: Static Seismic Analysis
Ohliger
10/06/00
02:46 AM
Re: Static Seismic Analysis
Sun Wee
12/07/00
03:39 AM
Re: Static Seismic Analysis
Ohliger
12/08/00
02:41 AM
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