I have a location where two deck types meet, one with a roof loading and the other with a floor loading. There is an odd line load being applied in the analysis that is greatly affecting the design on my beams and columns. I cannot see to find the source…

Hi How de we identify and correlate axis as per below snapshots For a Column/BP placed eccentric to the foundation, the direction of loading would govern the breakout area. How do we correlate axis 2 and 3 with red and blue axis. Is there any…

I am working on a G+2 public steel building, after modeling I am unable to assign the load on LL.acn anybody rectifies this problem? all the loads assigned are done by old v8i staad pro , but in connect edition this load is not working properly. in the…

STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02/2022 APPROVED DATE 28/02/2022 END JOB INFORMATION…

How to apply Floor Live Load in Staad

Dear all, I am a beginner in STAADPRO and I have already read some topics on this forum about this problem. And I tried to improve my model so on. And I have a lot of warnings . Can anyone help me giving me some advices and tell me what's wrong with…

Hi, I am trying to design a concrete pedestal below a moment frame steel column. I did model the correct concrete section and dimensions, but the concrete column design module does not seem to import the loads. Seems like it does not fill up the load…

(I'm new to STAAD) Is there any way to format the display of load arrows? Such as arrow weight, color, how to display kips, and to have the arrow end to start at the node instead of the arrow point at the node (see pic).

Receiving the following error when attempting to design project for concrete: Can anyone help? One Bigelow After Rebuild.std

Hi Seth, Is it possible in Ram SS to apply line loads on slab edge in a concrete structures which does not have any beams? Or is it possible to apply line or point loads directly on concrete slab? when I apply line loads on slab edge I observe errors…

Hello, I am trying to analyze a simple 2-d truss that is simply supported with three nodal loads. I can add load cases and want to add different load types but the loading that I am trying to apply "LOAD CASE 8" as a test doesn't actually apply to the…

Hi Friends, I have modelled and take a report for loading. In that only self-weight is mentioned not floor load why? can anyone check this out I have attached model and report for your reference.../ PDF 5153.model.std

I'm analyzing a PT podium slab using RAM Concept. To do so, I'm generating load combinations that include point loads due to wood shear wall tension and compression chord forces. These forces are equal in magnitude but opposite in direction (tension …

Hi all, Is there any way to assign moment force in the plate? I'm currently designing the grade slab for equipment. I simplify the moment occur by the equipment as a percentage of equipment weight. But, I cant find the tools to input moment in the plate…

Hi, I'm writing some OpenSTAAD code which will take load cases from an excel spreadsheet, then input them to the staad model. So far, I've managed to create new primary load cases then add various load items to them. however, I am wondering how…