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Suvadeep Acharjee
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Answered
STAAD Static Seismic Loads ASCE7-16, incorrect base shear
0
647
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4
replies
Latest
over 1 year ago
by
Patrick Cheung
Suggested Answer
PLATE ELMENTS - CONCRETE POCKETS
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338
views
3
replies
Latest
over 1 year ago
by
Superstar123
Suggested Answer
STAAD support displacement with reference loads
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521
views
4
replies
Latest
over 1 year ago
by
Hans Westerweel
Answered
I have done model of a multistoried building (B+G+14). The analysis is showing some warning about instability. The nodes even do not exist in the Model. Kindly help. Thanks in advance. I am also attaching the model file for the review.
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722
views
8
replies
Latest
over 1 year ago
by
Sanjay Pal
Suggested Answer
Steel member design - Staad Pro SS6 edition
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385
views
2
replies
Latest
over 1 year ago
by
Suvadeep Acharjee
Answered
Exception[access violation]Raised! Aborting Analysis......................Unable to perform analysis
0
509
views
4
replies
Latest
over 1 year ago
by
Lokavya Kumar
Answered
**WARNING: ITERLIM too small or too large, reset to 10
+1
1901
views
5
replies
Latest
over 1 year ago
by
Suvadeep Acharjee
Suggested Answer
Please help me with the warnings and notes in this model
0
335
views
2
replies
Latest
over 1 year ago
by
Thinesh Muthusamy
Suggested Answer
What is the methodology used by STAAD for the calculation of the dynamic stresses (Sx, Sy Sxy) for a plane stress problem after the nodal displacements, velocities, and accelerations are determined using the 10 beta hybrid finite element ?
+1
773
views
6
replies
Latest
over 1 year ago
by
Suvadeep Acharjee
Answered
PLATE MOMENT IN STAAD PRO
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452
views
3
replies
Latest
over 1 year ago
by
Joseph Lucas Magare
Answered
OUT OF SCALE RESULTS
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416
views
4
replies
Latest
over 1 year ago
by
Suvadeep Acharjee
Suggested Answer
**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.
0
345
views
2
replies
Latest
over 1 year ago
by
Cody Harris
Suggested Answer
WHEN I ASSIGN THE WIND LOAD THE PROGRAM ENCOUNTERED TO PROBLEM AND SUGGEST TO SEND REPORT AND CLOSED.
0
590
views
4
replies
Latest
over 1 year ago
by
Abhisek M
Suggested Answer
*ERROR- A MEMBER WEIGHT VALUE ABOVE IS 0.0
0
670
views
2
replies
Latest
over 1 year ago
by
Suvadeep Acharjee
Suggested Answer
How to get the max and min forces in each member ?
0
451
views
2
replies
Latest
over 1 year ago
by
Abhisek M
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