Hi. I am working on a steel structure and i have some issues with the seismic loads.
That are the flexure MZ diagrams for the pure seismic load case in X direction (longitudinal).
It caught my attention the results for the beam element marked in…
Applies To
Product(s):
AutoPIPE
Version(s):
ALL;
Area:
Load case
Date Logged & Current Version
June 2021 12.06.00.48
Problem:
See the following resources to learn how to apply a Dynamic Seismic load case in…
Tech Talk: Seismic Analysis in STAAD.Pro CONNECT Edition based on EC8 Code - Response Spectrum Method Presenter: Badreddine Ziane, Senior Technical Manager, Bentley Systems Date/Time: 15 th October, 11:30 AM GST (GMT + 4)
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Tech Talk: Eigen Solution and Response Spectrum Method in STAAD.Pro CONNECT Edition Presenter: Kaushal Aggarwal , Technical Support Engineer, Bentley Systems Date/Time: 2 nd September , 11:30 AM GST (GMT + 4)
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Dear all,
Error found during the seismic definition analysis. Found the error "no unsupported masses found - check densities" . Kindly help me out from this . COLLEGE PROKECT.STD
Dear Sir
Does SACs has any options to create Matching Input Time History to Target Response Spectrum i.e. Spectral Matching to Uniform Hazard Spectrum or Conditional Mean Spectrum?
if it is possible, please help to suggest the command or provide some…
Applies To
Product(s):
AutoPIPE Vessel
Version(s):
ALL
Environment:
N/A
Original Author:
Bentley Technical Support Group
Date Logged & Current Version
July. 2017 40.03.00.08
Problem:
Except for accelerations…
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
STAAD.Pro Support Solutions
Subarea:
N/A
Original Author:
Bentley Technical Support Group
…
Hi aaa123,
I understand that your question is
Do you need to split SPLOAD command to be 3 commands for X Y and Z.
The answer is "NO NEED".
You can make it the same line. Directional spectrum will be combined by using SRSS method by SACS default…
Dear Sir,
I am curious about Equivalent Static Loads generated from Dynamic Response Module when we used ' Response Spectrum ' Approach.
Theoretically, for modal response, internal member force and moment for each mode will be combined by CQC or SRSS…
Answer.
A response spectrum analysis is run by using linear interpolation for the following site spectrum period and acceleration in the Earthquake tab under Vessel Properties>Load Conditions :
Seismic code used in ASCE 7-2010.
The analysis…