What is the reason for designing of column without considering the worst load case even though I add several load combinations?
In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
Design of Solid slab (Conventional slabs)
Hello Everyone
For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Dummy beam
Hello Everyone.
I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Von Mises correct?
Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
how to get the loadings details in report????
I have got my report, but there is no loading details like dead load, Wind loads and all...
In report settings i have added Loadings, but its not showing.... Wt to do????
i want to see other load details. How to get that details?
Why is Staad pro modifying input file after 2-3 analysis and/or closing/opening a file?
Hello
I am using Staad Pro v8i. I am designing a building with multiple frames and bays. I have added point loads at each node for every floor. After running fine for 2-3 times; Staad modifies the input file in such a way that the same load is applied…
Re: section database property developed in STAADPRO is not recognized in STAAD Offshore
Hai Sye
Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…
large rotational displacement
When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more.
I checked releases. I believe they…
Insider Skills: STAAD this Friday July 19th
Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills.
This weeks Topics:
Wind Load Generation
Floor Loading Options
Seismic Load Generation
Custom Section User…