*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand

STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

Hi, I'm designing some built-up columns using equal angle sections and I'm getting some results. Pls can someone check my model if this is correct. I've used the slave-master command to connect the I-beam onto the built-up column. Is this correct as…

As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here

when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio. without node beam are failed and by add node beam became passed .why ?

Dear Bentley members, I have tried Plate model in Midas Gen and staad pro, In Midas there was one option called Cutting line diagram for understanding the Plate bending diagram, Similarly is there any tool in Staad pro?. Or any method for understanding…

Hello Everyone Please share with me the tutorials about a combined footings

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…

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

How do I change Mton/Cm to Kn/m

Good Day, I would like to pose a question relating to the comparison between the RAM suite of software and those included with STAAD. Traditionally, my firm has used STAAD to complete all our structural analysis and design, however, considering as the…

Hello all, I have a rather unique problem that I could not find a solution to via Bentley STAAD forums or online. I have errors in defining a multilinear spring in the global -X direction for a movable structure subject to a large asymmetrical load…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Hi Everyone. we face a problem while extracting beam section forces results for a beam with torsion property. while the member is defined with torsion property, post extraction the result needs further processing to convert all the torsion moments into…

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?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

If you work with CIS/2 files in your structural project workflow, you may find a new article in the Wiki helpful. It describes a free tool available from NIST to view a CIS/2 3D model in a web browser. Viewing CIS/2 FIles Steve