***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS CAN BE CHECKED FOR BENDING. Why I get this warning…

ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY

*** 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 ?

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?

Dear Sir, I am having trouble designing some of the connections.I have also grouped the unassigned / undersigned members as BCF, BCW & BG for the first floor only. Please show me how to avoid it and design these members. 40.rar

Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…

How do I change Mton/Cm to Kn/m

dear sir, i didnt know where to fix my fixed support to get the support reactions and wherever i try to fix it shows that shear and moment are zero and also the valuaes of the static results are different from the original support analysed report notes…

I have some minor differences in RC col details between BBS and the col elevation produced for the same model in RCDC.

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…

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

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

Dear friends, I am doing some tests with the integration between RSS and Staad Pro using ISM and I am having problems. I am using the Connect edition, and tried to import the Tutorial's RSS model to Staad, see bellow: The ISM Model Staad…