Hi all, Can someone please help me with this error I am getting? *ERROR** Elastic Modulus Not Enter for Member/Element/Solid No. I ensure my properties and materials are assigned to all members and checked this in the tools section. Yet I still receive…

Hi All, I am trying to model multiple loads along my composite beam. Can I place my loads not on the beam, but between the beams on the slab? I am still very new and not familiar with the software. Thanks!

Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…

I need to create two load envelopes for strength and deflection checks. I'm using physical modeler for creating the model , therefore the envelope loads can not be created in Analytical model. How could I create envelopes in physical modeler? In general…

Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.

Analyzer House.std staad BM.pdf

I created a simple supported beam and apply a support displacement on one end, as attached. The member is free to rotate, however I would expect axial force due to the displacement . The resultant axial force was zero. 2134.Test1.STD

The deflection check is not performed in STAAD Pro Connect Edition for rolled section with T&B Flange plates. DJ1, DJ2 & DFF are also assigned to the member. Why the deflection check is not performed?

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…

Hello, I keep getting this warning in my analysis output. "WARNING: The current units are in KN METE. All the design results are in KN MET (unless otherwise noted)." Could I request some guidance on how this can be resolved? Thank you

Hi all, i have two models R1 and R2. In R1 MODEL , I am unable to view T Beam in RCDC software while desinging. in R2 MODEL, I am able to view T beam in RCDC software. both models are almost same only few updations T beam is created using user…

Hi Bentley Team, I am in the process of modeling a steel structure with some steel hoppers. Running Integrity Check and Analysis Model show no issue with no error in the model. But when I want to move to Analytical Modeling, the following message…

Dear All, I have modelled and applied Cracked section properties code specifies Is1893:2016 and in another model i have assigned Global Cracked section properties for the beams and columns. But the results and area of steel in columns and beams are…

Please let me know that amendment -2 of IS1893-2016 has been updated in the staad pro connect edition. inform the version of that staad pro connect edition if updated otherwise when same will be updated .

Hello.sir i m comparative study of elevated water tank resting on sloping ground & take slope varies from 0 to upto 30degree..I have dout in staad model.. actually I already model but my result not getting correct..means as per our study base shear will…

Hi all the staad reference load is necessary for checking the soft stories. But I have a doubt while defining reference loads the live load has to reduce as per the specified code or we have to assign full live load in the reference loads? Because the…

Hi every one i have modelled staad with same number of columns and all the column sizes are same. so as per the staad literature the stiffness of columns calculated as 12EI/L^3. My member sizes are same and the floor heights are same in staad but the…

Hello, I am using Staad Pro Connect Edition Version 21.03.00.146. I am trying to design water retaining concrete sump for leakage test case using Plate element. There is no Top Slab during the leakage test and fill inside of concrete sump by water…

Hello, I am using Staad Pro Connect Edition Version 21.03.00.146. I am trying to design water retaining concrete sump for leakage test case using Plate element. There is no Top Slab during the leakage test and fill inside of concrete sump by water…

could you please help. what would be the problem that I got this warnings FLOOR DIAPHRAGM ************************************************************************************ FLOOR DIAPHRAGM UNIT - KN METE --------------- ---------------- NO.…

Dear sir, I want to model a slender column with the cruciform cross-section, How to give the geometrical input to staad pro?

GSFG