RE: Profile table for section is Empty, STAAD.Pro Problem
can you please click on the .mdb file and check if you can open?
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Profile table for section is Empty, STAAD.Pro Problem
How to solve this error ?Please help.Thank you very much.
View ArticleEgyptian Steel Code (ECP205 - 2001)
Hello All, I am using STAAD pro to model and design steel structure building using ECP205-2001my structure consists of Cross I beam columns 900mm depth , tw=20mm , flange width = 40cm , tf = 38mmalso,...
View ArticleRE: MATRIX BANDWIDTH PROBLEM
Please find attached a modified version of the same input file that you have uploaded, with some suggested workaround. All the Master-Slave commands are entered twice - one before the Support...
View ArticleRE: STAIRCASE BEAMS IN MODEL
For stair case, you may have to correct the mid-landing beams to the adjoining columns. In design, ELY and ELZ parameters are used to calculate effective length of column to find whether it is a short...
View ArticleSTAIRCASE BEAMS IN MODEL
HI FRIENDS I AM ANALYZING A STILT+4 RESIDENTIAL BUILDING AS PER "IS CODE". I USE TO BREAK MY COLUMNS AROUND STAIRCASE IN LEVEL OF MID-LANDING & ALSO IN FLOOR LEVEL ONLY IF SLAB CONTINUES IN FLOOR...
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RE: RAM Elements Foundation Module - Import Loads
To pass the force results from the main program into the module, select the foundation node and then click on Modules - Foundations toolbar - Assign - Spread instead.
View ArticleRAM Elements Foundation Module - Import Loads
I'm a long time RAM user, but first time Ram Elements foundation module user. I started with a RAM SS file, imported the full model into RAM Elements with DL, LL, Wind, and Seismic loads, generated...
View Articlesave/restore option
In GT strudl - save/restore option for large type of model.is there any option in staad pro?
View ArticleRE: MATRIX BANDWIDTH PROBLEM
The basic solver analysis is bandwidth based. The internal bandwidth used must be equal or greater than the actual bandwidth of the global stiffness matrix. STAAD only minimizes the structural/support...
View ArticleMATRIX BANDWIDTH PROBLEM
Hi,I have some problem in my STAAD model, "matrix bandwidth error" is coming. I don't know clearly whether the problem is due to the internal memory of my computer configuration or due to my STAAD...
View ArticleHow to model Property for Structural Roof Deck Diaphragm
I am trying to accurately model a gable roof with a structural metal roof deck that acts as a diaphragm. Ultimately, I'd like to take forces from my STAAD model to design the structural metal roof...
View ArticleRE: change commnad
In STAAD, you can have multiple parameters. Maybe the first parameter checks for yielding and the second parameter checks for deflection. Before the first parameter, you would tell STAAD to PERFORM...
View Articlechange commnad
After check code command, can i use perform analysis and change command for another set of load combination.?
View ArticleRE: modelling beam fully connected to base along its length in staad
If the bottom beam is welded to the concrete base which is assumed to be rigid then there will be no forces developed in the beam. Unless there is relative displacement between the ends/intermediate...
View Articlemodelling beam fully connected to base along its length in staad
I am trying to model a box type structure made with beams in Staad Pro. The box is fully welded construction with plan bracings and vertical bracings. If I consider the support only at end...
View ArticleRE: save/restore option
I am assuming that you are asking whether there are any options in STAAD.Pro to restore/recover model data in case something goes wrong. If so, the following wiki should help...
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RE: How to model Property for Structural Roof Deck Diaphragm
Here is some general advice about semi-rigid diaphragms that might help you. While that wiki was written for Ram Frame most of the comments apply to other finite element analysis programs like STAAD.pro
View Articlemultistorey building
this is my model ... does the concrete and reinforcement are logical ??[View:/cfs-file/__key/communityserver-discussions-components-files/5932/Structure1JUJU-_2800_1_2900_design.std:940:0]
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