Search results for query: *

Hi !! I'm using STAAD for analysis & design of a plant supported on a mat. I've modeled the mat along with the structure in a single file. I'm using UBC LOAD GENERATOR (1997) for Seismic Loads. I've a problem... While assigning loads to various joints, the LOAD GENERATOR takes into...

Hi !!!! I'm modeling a mat using plate elements in STAAD. I've done the analysis and comparing the results with the manual calculation. Following are my queries.. 1. Does one need to check One Way shear in a mat?? 2. If so, how will u check one way shear using STAAD. Any help will be highly...

Hi !!! I'm new to STAAD and I'm analysing a Mat using plates. I've some queries... 1) Whether plate stresses SQX,SQY are One Way stresses or Two Stresses? 2) Whether SQX,SQY can be used for checking punching shear in a mat??? If not what is the best to check for punching shear using STAAD?

Hi !!!! Where can i find materials related to Europen Steel Design Education Program's (ESDEP) initiative SSEDTA. Heard that it has many good presentations and videos about steel design. An help will be highly appreciated!!! Regards, Arun.

Hi, where can i get the design guides that accompany the AISC 2005 manual.. A soft copy of them... Thanks in advance!!!1

Hi!!!! I'm getting a warning in Staad Pro saying something like Zero stiffness.. What's the best way to get rid of it??? Any suggestions...

Hi!!!! In STAAD if we specify Lx,Ly and UNB,UNT commands to a full member (even when it has not been split up by nodes) how will STAAD respond??