RE: CAN WE IGNORE EUDL & GLD COMMAND ASSOCIATED WITH IS 13920
As per STAAD help file, about parameter EUDL, it says "Equivalent u.d.l on span of the beam. This load value must be the unfactored load on span. During design the load value is multiplied by a factor...
View ArticleCAN WE IGNORE EUDL & GLD COMMAND ASSOCIATED WITH IS 13920
CAN WE IGNORE EUDL & GLD COMMAND ASSOCIATED WITH IS 13920 & CONSEQUENTLY WHAT WILL BE THE EFFECT IN DESIGN OF RCC MEMBER
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Need help with modeling an indeterminate beam in STAAD
Hi guys! I'm an engineering student and I'm still learning my way around staad. What I need to do is model the beam in the picture attached below, but I don't know how to do this. When I draw a 70 ft...
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HOW CAN I DESIGN CUSTOM SECTIONS
Hi Guys,my question is how to make staad design the custom sections that i made by using general sections i use the right steps to insert the general sectionsi define the polygon points as shown...
View ArticleRE: HOW CAN I DESIGN CUSTOM SECTIONS
General sections can be designed, following rules applicable to a wide flange, using codes like AISC or AISC 360-05 or AISC360-10 and also many international codes. You need to put in values for TD and...
View ArticleRE: Need help with modeling an indeterminate beam in STAAD
STAAD.Pro model is attached for reference(Please visit the site to view this file)
View ArticleRE: Sir! I'm getting an error msg like this please help me solve this out....
PERFORM ANALYSIS command moved to after LOAD COMBINATION.LOAD LIST 11 to 19 added before concrete design to restrict the concrete design to combinations only.You should NOT do footing design in...
View ArticleRE: I'm not getting the Analysis and Design report after i do Concrete Design...
This is being discussed in the forum thread below ... if you have additional questions, please continue the conversation on that thread.communities.bentley.com/.../411215
View ArticleRE: Nodes do not display in RAM Elements
Our developers were able to confirm the issue is unique to Windows 10 Professional build 1703 (aka Creator's Build). We have a fix in the works and will include it in an update soon.
View ArticleNodes do not display in RAM Elements
After installing the latest Windows 10 updates (Windows 10 Pro, version 1703) the nodes in RAM Elements no longer display. The members display and light up when selected. The node numbers display,...
View ArticleInfluence Surface Results are missing or invalid
When I was running a Influence Surface Generator from "Bridge Deck" tab, "Loading" menu in Staad, I came across an error showing"Influence Surface Results are missing or invalid".The model is part of...
View ArticleRE: Buckling Analysis in Staad
Dear Sye, Thanks again for the input! If member forces derived from buckling analysis and using basic solver are factored (meaning the member forces are multiplied by a certain buckling factors where...
View ArticleBuckling Analysis in Staad
Hi Everyone,In carrying out P-Delta and Buckling Analysis, is the P-Delta Analysis should go first followed by Perform Buckling Analysis? The syntax will be PDELTA KG 15 ANALYSIS SMALLDELTAPERFORM...
View ArticleSecond order theory with imperfections
Need some help in understanding second order / P-Delta calculations in STAAD.I've read this post by the...
View ArticleRE: Does RAM Concrete design concrete gravity walls?
Gravity concrete walls are always included in the RAM Concrete analysis. In general, gravity members are not included in the RAM Frame analysis. The exception is when gravity columns and walls support...
View ArticleRE: Does RAM Concrete design concrete gravity walls?
Karl, thank you for your quick reply. When you say "gravity concrete walls are always included in the RAM Concrete analysis" you are saying that RAM Concrete designs the gravity concrete walls, correct?
View ArticleRE: Does RAM Concrete design concrete gravity walls?
No. Unfortunately, RAM Structural System does not design gravity concrete walls. The statement "gravity concrete walls are always included in the RAM Concrete Analysis" means that RAM Concrete...
View ArticleRE: Does RAM Concrete design concrete gravity walls?
Karl, thanks again for the clarification. Bentley may want to revise their marketing materials to avoid future confusion.
View ArticleRE: Does RAM Concrete design concrete gravity walls?
You can model the wall as a lateral wall and disconnect if from the diaphragms to make it only resist gravity loads. Such a wall can be designed in the Concrete Shear Wall module.
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