RAM Structural Steel Joist Design
Hello,My question is in regard to the RAMSJI.JST joist table in RAM Structural System. I have read the only explanation I could find regarding the discrepancy between the RAM joist design and using the...
View ArticleRAM Frame Story Shear with Multiple Diaphragms
I have a (2) part issue. I have a large rectangular building with 1/4" slope in 2 directions away from a center ridge. The building is structurally separated by an expansion joint down the center of...
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Ram Concept Mat Foundation - Bending Moments
Hi,I have a model consisting of a relatively simple mat foundation on area springs supporting columns, with point loads at the column locations. However, upon interrogation of the strip bending...
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RAM Load History
Dear RAM team,I’ve got one question regarding the Load History analysis. What is called “Initial load application” is the origin of the load history?The Initial load application is set by default to 3...
View ArticleModeling of RC wall in Ram Concept?
Hi,I am using Ram Concept program and i need the right clarification and advise from your good side regarding the Modeling of RC wall supporting PT slab in Ram Concept when it shall be considered as...
View Articleconnction
please any body tell me, while analysis of bolted connection for a peb, staad says inclined members(rafter beam to column) cannot be designed, is there any solution than we can design the connection in...
View Article**ERROR- CASE BEING FACTORED IS DYNAMIC. CASE= 5 HOW CAN I SOLVE THIS ERROR...
**ERROR- CASE BEING FACTORED IS DYNAMIC. CASE= 5 HOW CAN I SOLVE THIS ERROR ?? GREAT THANKS FOR ANY BODY CAN HELP .. (Please visit the site to view this file)
View ArticleEffective length factor for tapered members
HI I am using the effective length method (AISC 360-10 /ASD) to design steel Hanger with tapered members in STAAD PRO .The TABLE C-A-7.1 in the appendix 7 suppose that the section is contsant...
View ArticleUnable to export Revit shear/bearing walls to STAAD
I am trying to export a structure modeled in Revit 2016 to STAAD for analysis. The beams and columns are showing up properly however all wall types do not show up. I also placed boundary conditions at...
View ArticleRCC Column Design as per IS 456
In RCC Column Design as per IS 456, in the output, Interaction ratio for required steel area and for provided steel area is given. when the provided steel area is more than required steel area, the...
View ArticleTruss bridge unable to run live loads please help.
I am analyzing a truss bridge and need to apply a live load from a train. I am not able to see the results from the live load. (Please visit the site to view this file)
View ArticleImporting part of elements from one model to another model in Microstran
Hi,Anyone help me with importing part of elements from one model to another model which has some elements.
View ArticleNon Linear Analysis
As far as I know, Non-Linear analysis is when Hooke's Law does not apply right? it's when a material is stressed beyond it's elastic limit. My question is, in STAAD Compresion/tension only...
View ArticleDoes anyone have already been design Irregular shape Column in Staad?
Hi,does anyone already been design irregular shape column in staad, such as L-shape, T-shape and etc. Please shared your techniques how deal on it, as soon as possible I don't wanna ask help for the...
View ArticleUrgent Different output by two different version of STAAD.
I have Analysed & Designed attached file of STAAD using Select series 4 & Select Series 6. I am getting different output from both.Some of the member fails in Series 4 while passes in Series 6....
View Articlemat foundation design
I have done the analysis of mat foundation but all stress results are zero. how do I recover my problem?
View ArticleMS Tower Ancillary Libraries
Where can I find ancillary libraries for MS Tower for Argus/Commscope, RFS, Andrew antennas?
View ArticleAssessing Existing Slabs using RAM Concept
Afternoon All,I have been doing quite a bit of demolition work recently and I would greatly appreciate some advice. One of the most common request I receive for this type of work is to review existing...
View ArticleReduction in Punching shear Strength for columns with aspect ratios greater...
Hi There,For the punching shear capacity calculations using AS3600, does RAM concept apply any reduction to the shear perimeter and corresponding punching shear capacity for columns with aspect ratios...
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