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PRASHANT SONI
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Suggested Answer
If we apply static,dynamic and wind load case as primary for building design then weather we have to consider all these primary load case in staad foundation
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496
views
5
replies
Latest
5 months ago
by
Akash Vasudevan
Suggested Answer
exposure factors wind load
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499
views
3
replies
Latest
5 months ago
by
DSANJU
Suggested Answer
Wind load assign problem
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296
views
3
replies
Latest
5 months ago
by
DSANJU
Suggested Answer
***WARNING - INSTABILITY AT JOINT 3446 DIRECTION = MX PROBABLE CAUSE SINGULAR-ADDING WEAK SPRING K-MATRIX DIAG= 2.2209497E+01 L-MATRIX DIAG= 9.9303779E-14 EQN NO 10177 ***NOTE - VERY WEAK SPRING ADDED FOR STABILITY
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250
views
1
reply
Latest
5 months ago
by
DSANJU
Not Answered
i tried this with more than 2mx2m column for g+9 zone 2 structure but still it is not getting passed
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65
views
0
replies
Started
5 months ago
by
PRASHANT SONI
Suggested Answer
Error, ABOVE LINE IGNORED! Check possible syntax or typing error.
0
576
views
4
replies
Latest
5 months ago
by
Modestas
Suggested Answer
how to apply wall load on plate element for modelling without beams i.e. flat slabs in seismic defination
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468
views
5
replies
Latest
over 1 year ago
by
Modestas
Suggested Answer
RESULT OF STAAD AND RCDC ARE VARYING TOO MUCH ATTACHING BOTH FILES PLEASE CHECK WHICH IS CORRECT
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1140
views
11
replies
Latest
over 1 year ago
by
Abhisek M
Suggested Answer
rcdc secondary beam column-beam design
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494
views
3
replies
Latest
over 1 year ago
by
Abhisek M
Suggested Answer
Wind load direction as per IS CODE in STAAD
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338
views
1
reply
Latest
over 1 year ago
by
Abhisek M
Suggested Answer
book for rcdc and staad advance
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726
views
3
replies
Latest
over 1 year ago
by
Nidhi Valia
Answered
Response Spectra floor load is code
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1443
views
13
replies
Latest
over 1 year ago
by
DSANJU
Suggested Answer
Sir I have done seismic zone 5 model with all possible loads and parameters.Please check the correctness
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636
views
5
replies
Latest
over 1 year ago
by
DSANJU
Suggested Answer
While doing mass modelling in Static load analysis .UDL is showing upward direction.IS it correct way ??
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556
views
3
replies
Latest
over 1 year ago
by
DSANJU
Answered
Zone 5 structure please check if it is correct or not I have not introduced modification factor and diaphragm mass modelling
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1035
views
11
replies
Latest
over 1 year ago
by
PRASHANT SONI
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