Dear sir, Kindly confirm staad is calculated the Tortion capacity or not. If it calculates how we can check coming Tortion in the beam is less than the Tortion capacity of beams.Staad file is attached kindly advise the stringers are safe on applied…

Dear sir, Both stringers of staircase having same section only difference is one is created in section wizard and one is define in section table in staad.why the bending capacity of section wizard created section is less than other one.KIndly explain…

Section fails while designing section 5635.Project 1 new.std

6201.Project 1 new.std

How can I delete some supports? I have given support and nodes very close to another nodes and support by mistake. When I delete these wrong support, my file gets corrupt. Please help. 0677.Project 1 new.std

6278.Project 1 new.std

Project 1 new.std

Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…

Hi, I am analyzing one building model in STAAD and RCDC and I am getting difference in the Ast (required) in STAAD and RCDC Result. Please help me to know the reason behind it ? Column no 64 in STAAD corresponds to Column No C21 in RCDC - Ast…

Dear Team I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…

Kindly help me to know how SFA is calculating the dimension of footing. Input Data 1. SBC - 120 KN/m2 2. Net Bearing capacity Input Selected. 3. Load Case Table 4. Multiplier Factor - 2 Question - How staad is calculating min area required…

Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…

I am unable design the floating column building design, its very urgent. the design guidelines followed as per IS: 456-2000. the plan shows irregularity so adjusted the columns and beams. the client not accepted the movement of columns so please kindly…

I have mention envelope (serviceability) as load list in parameter design, but the result in UC Tables only show 1 Load Combination. Anyone have problem like me?

I analysing bamboo bridge right now. already input section and support. but I have problem with floor load and live load, there's no duplicate node and beam. can you guys help me out. and the problem with material properties there's no standard for…

Good day Everyone! I have several warnings in what I'm trying to design. I designed this model in STAAD TRUSS since this is a truss. Below are the details. Thanks in advance. P R O B L E M S T A T I S T I C S -----------------------------…

HI ALL AM DOING A CONRETE DESIGN BASED ON EURO CODE THIS THING COMES HOW TO RECTIFY IT THANKS IN ADVANCE Member 18: Insufficient tension reinforcement at 23.060

why this error happened? Editor file become inactive, Even though if i close the file and reopen then also this problem persist. Due to this so much time we lost. I am encountering many flaws which needs improvements in the software

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…

1st link /cfs-file/__key/communityserver-discussions-components-files/5932/2251.Dhrubojyoti-Ghosh-JU-Project-_2D00_-Copy-_2800_2_2900_.std 2nd link

If we model the retaining wall with attachment of beam the beam is splitting into the plate element size. How to design the multiple splitted beams in a single span is designed and analysed as a single member. Please explain.

Dear Sirs i am using openstaad api and i can't find the number of code AISC unified 2005 or 2010 in reference manual could you please provide me the number of this code

Dear Members, Please help me to resolve the error for Beam no 55,142 Error - Nominal shear force exceeds tauc_max limit I already tried by increasing the Grade of concrete, increase cross-section size, increase min and max dia of main and sec reinforcement…

Good day, Can someone help me to fix this problem?