Is there any way to copy a layout from one RAM model to another?
Is there any way to copy a layout from one RAM model to another? We have a RAM model that multiple people were working on so we saved copies to tackle different floors and would not like to merge them...
View ArticlePUNCHING SHEAR CALCULATION IS MISSING
PUNCHING SHEAR CHECK CALCULATION IS NOT GENERATED(MISSING0 WHILE DESINGING IN STAAD FOUNDATION FOR A PARTICULAR STAAD MODEL, INSERTING THE MODEL FOR THE QUIKEST POSSIBLE SOLUTION.KINDLY REVERT AS SOON...
View Articledeflection check using eurocode
communities.bentley.com/.../eurocode-check.STDhello all,i am using eurocode for the structure design, where load envelope for serviceability not working properly.eventhough i have specified the...
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Gusset Base Plate- Group Shear Breakout Not Matching Reactions
I am using on RAM Connection in STAAD to design a gusset base plate connection. However, the shear applied to the anchor bolts does not match the reaction in STAAD. I think a sign has been reversed...
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RAM Concept Design Status Failure: 8.6.1.1
I have a 10" slab with Gr. 60 #6 at 18" OC each way T&B (steel density provided= .0024 each face) and I'm getting a design status error for ACI 318-14 section 8.6.1.1 (minimum steel). When I use...
View ArticleRAM SS Noncomposite Floor System
Hello,I am having trouble finding guidance on the inputs for Deck/Slab Property Information>Noncomposite Floor System in the modeler.I am using a 1.5" deep PLB Verco Roof deck. Under Diaphragm,...
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RAM Steel Column - Eccentricity and Controlling Combined Column Loads
I have a question regarding the calculated parameters for controlling combined column loads. I am validating the design for a column supporting a transfer girder. The girder delivers a factored load...
View ArticleColumn without support
i am getting an error when I run the data check on my structural system model. It is saying column was found without a support at a level. I can not figure out what is going on because the exact...
View ArticleEarthquake give in staad
Respected sir,My name is Nihar Shah. I recently start using staad pro. But some how i face some difficulties in giving earthquake in staad pro. Bcs it is apply by two method one method is joint method...
View ArticleHollow Core Slab in RAM SS
I am working on a 2 story Rectangular Masonry Building and the first floor has 8" Hollow core slab with 2" topping. I am currently modelling the structure in RAM and considering the Hollow core slab...
View ArticleResult extraction
Hi Everyone. we face a problem while extracting beam section forces results for a beam with torsion property. while the member is defined with torsion property, post extraction the result needs further...
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Defect in slip critical bolts size 1 1/4" A325 SC Class A
In the bolt shear design check for slip critical bolts using 1 1/4" A325 SC (Class A), the minimum bolt pretension is taken as 81 kips when it should read 71 kips as per AISC table J3.1. Model along...
View ArticleRAM Concept Reinforcement
Hi, Is it possible to save a template for the user reinforcement?Many thanks, Leticia
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Unusual Load Factors
I'm running a RAM Concept model with customized load combos to consider staged pre-stressing in the PT beams.The following errors occurred while it's running. My question is if there are some rules i...
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Local Instability at or near Node
The analysis is being completed with "Some Warnings Found." Those warnings are "Local Instabilities at the circled nodes." Is there a way to delete these joints or stabilize the nodes? Is there a...
View ArticleTorsion for Dead Load?
Hello,I have a very simple model in STAAD right now. I don't understand why STAAD is showing Torsion in some members even for Load Case 1 which is a Dead Load case. Can someone please explain...
View ArticleSTAAD Pro
What version is the latest? I'm using version 20.07.11.82, this is outdated I guess.Thanks.
View ArticleConcrete Podium with Wood Frame Above in RSS
I have a building that consists of two elevated p.t. slabs with 5 stories of wood frame on top. I have read the "modeling podium slabs" suggestions and it seems my best bet is a two-stage analysis. I...
View ArticleMaster Slave Joint Question
Hello,I have a frame in which a unit is sitting on 2 beams (Beam 35 and Span of Beam 36) and a walking platform is besides that unit. So the beams will act like a rigid frame. In my model I have...
View ArticleConcrete Design 2011 Maximum Load Combinations
Hi,Am using the 22.01.00.39 version of STAAD pro. Every time am designing concrete structure using the 2011 it only uses the first load combination in the list of combinations I've listed prior to...
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