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Design Base plate joint from RAM Connection
Hi everyone!I wanted to create a base plate joint from RAM connection, after analyzed by Stadd pro but it didn't work. appeared a notification conveyed that: " no connections have been designed ".See...
View ArticleRE: Confusing cut along line result . My misunderstanding,wrong model or bug...
I upload my model for check.1. Test model(Please visit the site to view this file)2. Water storage tank model(Please visit the site to view this file)Best regard.Siwalak Khamnurak
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Confusing cut along line result . My misunderstanding,wrong model or bug...
I have start to model rectangular water storage tank but when I use the result along line of cut section the result make me confuse.I search from the forum about the concept of result along line and...
View ArticleRE: How can I assign a uniformly distributed load to a slab?
You can use "Pressure on Full Plate" from "Plate Loads" to define a pressure load acts on the full surface of an element.To define a pressure load that acts on a small part of an element you can use...
View ArticleHow can I assign a uniformly distributed load to a slab?
This load is parallel to a beam with a perpendicular distance of 0.7 meters.
View ArticleRE: How can I add a three noded plate?
You can go to Geometry >> Add Plate >> Triangle Or Geometry Toolbar >> Add 3-node Plate.
View ArticleHow can I see the center of gravity of a structure for different types of...
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/Abutment_2D00_5.50m-_2800_EP_2900_.std:940:0]For, Example when we are designing abutment of bridge structures what we do is we...
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RE: How can I see the center of gravity of a structure for different types of...
You can specify the PRINT STATICS CHECK option with the PERFORM ANALYSIS command,"PERFORM ANALYSIS PRINT STATICS CHECK"the program will produce a report in the output file (File-View-Output File-STAAD...
View ArticleRE: The peak acceleration for walking excitation(floor vibration)
Unfortunately, I do not have any vibration analysis examples to share but I would like to recommend you to use "RAM Concept" which is well capable to solve natural vibration frequencies, mode shapes...
View ArticleRE: ISM Profile Database
Thank you for the reply I checked the link but unfortunately I cannot understand how to create usermapped section. Can you give me an easy example? like how to start the mapping? Gladly appreciate your...
View ArticleISM Profile Database
Hi guys.I am trying to create a repository. ISM prompts that some profiles were not converted and ask me to manually select the profile to be used instead.Where can I find this ISM database and how to...
View ArticleRE: STAAD Foundation Advanced - error regarding self weight
Please refer to the following discussion thread:communities.bentley.com/.../103571
View ArticleRE: How can I see the center of gravity of a structure for different types of...
What did you mean Forces based on X Forces only? If I need the C.G for gravity loads then we world have to consider forces of Y-direction, so how are we going to get that location?
View ArticleRE: STAAD Foundation Advanced - error regarding self weight
Thanks for your quick response. Refer to the linked discussion, this warning will be always happend in SFA, because of two type (concrete and soil) of self weight will be applied.
View ArticleSTAAD Foundation Advanced - error regarding self weight
I analyzed mat foundation desing exported from STAAD pro, but there was error regarding self weight.I selected self weight in STAAD foundation advanced to apply foundation self weight and input soil...
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RE: How can I see the center of gravity of a structure for different types of...
In load case 4, the loads are acting in X direction, so in the output it reports the location of the center of action of the forces in X direction.You can use PRINT CG command to print coordinates of...
View ArticleRE: When we are using unconventional composite sections in railway bridges we...
As of now any section defined in Free Sketch or Section builder and exported to STAAD.Pro as a general or a prismatic section, comes in with the properties only. The upt file created as a result of the...
View ArticleWhen we are using unconventional composite sections in railway bridges we are...
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