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Value of Basic Wind Speed generated as per the ASCE code cannot be edited using the GUI
Carlos Aguera
Product: STAAD.Pro First Affected Version: Found in Version: 22.08.00.175 Fixed and Released in Version: Area: Graphic User Interface Issue #: 758059 Problem Description When carrying…
7 months ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
SIG Tech Talk: Modelling for Seismic Analysis in STAAD.Pro CONNECT Edition
Surojit Ghosh
Tech Talk: Modelling for Seismic Analysis in STAAD.Pro CONNECT Edition Presenter: Surojit Ghosh, Senior Structural Engineer, Bentley Systems Date/Time: 19 th August, 11:30 AM GST (GMT + 4) Register Now Do you want to know about seismic analysis and…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Announcements Forum
"RAM Structural System" modal analysis load combinations
Elad Katriel
Hi, I am working on RAM Structural System. I looking to do a modal analysis on the building. Is there a way automatically generating the load combination for modal analysis? The way RAM does for direct analysis method? Or do I have to manually…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Metric System in Wind load definition
Sye
Dave: Although the inputs can be specified in Metric units however the program internally converts these to English units and uses the equations corresponding to English formula. After the calculations are done, the pressure vs height data is reported…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Auto load combination for General Category as per AISC
Sye
The AISC green book referred to ANSI A58.1 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES for load combinations. Subsequent versions of the AISC codes started referring the ASCE7 for these combinations. So if you look at the ASD load combinations…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: How to define the fundamental period parameter, x, for different seismic systems in the X and Z directions?
Sye
You are correct. Only one value for Ct and x can be specified. So if you have different systems for the two directions, going with the one which would generate a higher base shear or in other words going with the more conservative value for these parameters…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: How is the unity check calculated for a tapered tubular section using the ASCE solver?
Sye
The ASCE10-97 implementation in STAAD.Pro also has the design rules for ASCE publication 72 embedded in it. That publication is specifically meant for the design of tapered tubular poles. So, if the member’s cross section happens to be a tapered tubular…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Featured LEARN Course: Generating Wind Loads
Gina Mazzulla
STAAD.Pro users who work on the design of steel buildings will benefit from two courses designed to help you more efficiently complete project requirements and more effectively incorporate all code requirements. “Generating Wind Loads” addresses the…
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Blog
Featured LEARN Course: Perform a Modal Response Spectrum Analysis
Gina Mazzulla
Standard ASCE 7 is an integral part of building codes in the United States. Structural engineers, architects, and those engaged in preparing and administering local building codes may find meeting structural load requirements a daunting task. Let Bentley…
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Blog
Response Spectrum Analysis
Bubalan Sundaram
Dear Sir, We have a model where the units is set to Mton and cm . Our questions are; a.) Do we have to convert accleration scale factor to 9.805*100? b.) Do we have to convert the Period Vs accleration curve *100? ( Max 0.18, so 0.18*100?) C.…
Answered
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Seismic Load Based on IBC 2009 ASCE 7-10
SantoS
Dear All, Does StaadPro provide the seismic load definition based on IBC 2009 and or ASCE 7-10? I checked but I only found IBC 2006 (which refer to ASCE 7-05). And the default is using Zip Code to determine the Ss and S1, is this Zip Code based…
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ASCE Seismic Nonlinear Survey
Jason Coleman
Many of our staff members here at Bentley are engineers who participate in standards writing organizations. Rakesh Pathakm, PhD is a Software Research Engineer with the RAM Structural System team and also serves on the Emerging Analysis Methods in Earthquake…
over 12 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Blog
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