RE: Design of Column
(Please visit the site to view this file)By default, the program considers RFACE 4 parameter. It implies that bars will be equally distributed along the 4 sides. The columns are not square in nature...
View ArticleRE: Design of Column
Sir how can i resolve this problem and how to change RFACE command
View ArticleRE: Design of Column
Now i got WARNING:Reinforcement % exceeds maximum limit and my doubt is regarding how to change RFACE parameter in the model.
View ArticleRE: How to customize report of mat foundation?
Have you added the physical beam in the model? You can upload the model.
View ArticleRE: beam designer option in staad foundation advance v8i
Can you please let us know the design code that you are using? What is the version of SFA you have? you can go to help> About STAAD.foundation to get this information.
View ArticleRE: How RAM SS designs composite beams with custom sections...
I think your question is addressed here: communities.bentley.com/.../3113.ram-table-editing-faq
View ArticleHow RAM SS designs composite beams with custom sections...
Hi,I'm designing composite beams using custom I-beams (not typical W's) with smaller top flanges and bigger bottom flanges.Since the resulting centroid of steel area is now lower, the lever-arm is...
View ArticleRE: Design of Column
It appears that the required reinforcement ( design rebar) exceeds the maximum limit (4%). You may want to either increase the corresponding column size or add some intermediate columns such these...
View ArticleRE: Taking nodes.
The model that you sent us does not have the inserted node (no node no. 44). After analysis, the total reaction reported is around 209 KN against DL. Later on, I have inserted a node as shown in your...
View ArticleRE: Maximum moments and shear
We suggest you that take the plate center stress but please make sure that you have generated the fine meshing to get the result close to the realistic value.
View ArticleMaximum moments and shear
Dear Gents ,I have model for concrete slab 4m x4 m with moving load by using dummy member colud you inform me which values of moment is the correct and i should adopted in design calculation for slab...
View ArticleRE: CODES used in staad pro V8i (select series 5) analysis
Staad does not handle the Onshore Skid analysis . and I don't think AISC 360-05 has any guidelines on this.
View ArticleCODES used in staad pro V8i (select series 5) analysis
Hi,I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO.Currently I'm using AISC 360-05 (AISC UNIFIED 2005).Thanks...
View ArticleRE: Seismic qualification of Steel structure- requirements
There are 5 golden rules of Aseismic design - Good Configuration - Sufficient Strength - Sufficient Stiffness - Sufficient Ductility - Redundancy Good Configuration: Configuration of the structure...
View ArticleRE: Section Wizard Folder not being read. ( UTP file error )
Can you please upload the .td file along with .upt file?
View ArticleRE: Seismic qualification of Steel structure- requirements
Sir, Thank you for enlightening on the requirements. Added to that pls. give some help on below points 1) i will be seeing base shear values for each floor from the analysis, How to conclude this...
View ArticleRE: Section Wizard Folder not being read. ( UTP file error )
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