Here is the full output file script and a screenshot showing the materials. I would really appreciate any help. I could also send the file itself if that would help. Thanks for you help!! **************************************************** * * *…

Hello, I have defined multiple parameters in order to check different load combinations for different groups as shown in the portion of the input file I pasted below. LOAD LIST 1101 TO 1104 1201 TO 1204 1301 TO 1320 1401 TO 1412 1501 TO 1504 - 1601…

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…

sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

Dear sir, In my attached model I have given the tension only property to vertical bracing . But why this bracing is failing due to compression forces .there should be only tension forces in the bracing. auditorium FINAL ADD BR3 TRUSS STRT INCREASEN…

Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std

How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.

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

this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…

How the default value of Integration time step of 0.0013888 sec is decided in Staad?. what is the basis for it. Could any one please help out?

I am dealing with mat foundation resting on soil. I am supposed to assign subgrade modulus to the mat in YONLY direction. But, what would happen if i assigned Fixed But with FY as some stiffness. will it behave same or different.?

Hello, I have STAAD.Pro version 20.07.11.90 and I get the following error when opening STAAD: I get this error from either opening STAAD independently and looking for the file through STAAD or from double clicking the file from my machine. My…

Getting the Above error while using the RCDC. Please help. This error was introduced when i have updated the model by adding core wall to it.

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

REQUEST TO RAM TEAM PLEASE CREATE ONE MENU DEDICATED TO BUILT UP SECTION CONNECTION DESIGN. MANY TIME THE WARNING FOR PRISMATIC SECTIONS APPEAR WHILE ASSIGNING THE REQUIRED CONNECTION. IT WILL BE CLEAR WHICH CONNECTION SUPPORT FOR BUILT UP SECTION. …

I am modeling a single span steel frame bridge with steel piles and sheet piling, which I input as plates. The W-shapes and HP-shapes are getting utilization rations, but my C-shaped members are getting N/A for utilization ratio in the report output.…

My structure keeps on getting EXTREME SOFT STOREY even if i already reduced the storey heights and increased the beam and column sections. Please help me. Thank you.

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Dear All, I wonder what Staad Pro does not include Seismic load NBCC 2015 ? What about if I need to use Staad Pro to calculate Seismic load using NBCC/NRC 2015 ? Also, why Staad Pro is not capable of calculating the equivalent static seismic loads…

76. R1 1.0 77. CHECK SOFT STORY **WARNING - COMMAND REQUIRES SECTION FORCES, HOWEVER NO CASES ARE SOLVED YET. ***STAAD.Pro WARNING*** ANALYSIS NOT PERFORMED - SO ABOVE COMMAND CAN NOT BE PROCESSED I keep on getting this warning during my initial analysis…

Hi, Can anyone here please help me to know how STAAD is calculating effective cover from INPUT DATA -"CLEAR COVER" Assume Dia of Bar = 16mm Link Dia = 8mm Also, Why BENTLEY is using "CLEAR COVER" Terminology as it is nowhere mentioned in INDIAN…

When i design my model in rc designer it shows " Member 91 is not supported. Set the support conditions in the beam spans table". how to solve this , someone pls help.

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…