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Dear sir, which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950? thank you in advance.

Dear sir, Kindly guide me how we can build a pre engineering beam as composite beam in stad pro?

Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std

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?

I have a query regarding how to model a steel deck plate (6mm thick) supported on 100x65x7thk angles which are fully welded to the underside. The floor is made up of 533 deep UB sections spaced at 4m centres. The angle stiffeners span 4m between the beams…

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

Dear all, I am fairly new to the PMEMBER and PBRACE command to do a steel design. I have been having a problem with checking a cantilever column. I have modeled the column as a single vertical member with a fixed support at the bottom and free end…

Hai friends Please help us to solve problem with STAAD section informations. Staad developers kindly advice us. All query mentioned in the attached word file Thanks for ur support in advance Regards Bagmass

Hi, While doing steel design as per IS:800-2007 using STAAD V8i, I face the following issue. STAAD pro v8i is considering Buckling class based on Rolled Section even if i give Built-up Section. Please give ideas how to change buckling class in STAAD…

hello everyone i am design the steel building i staad pro . now if the beam is continuous say 10 m and i am having the node at the ends. the say i'm getting the beam section as pass with iswb 450 and if i am inserting the node in between the beam say…