WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…

Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you

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…

Please help to remove this error from Staad. STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02…

Dear all, I would like to give the center of gravity of my structure in my report. I know how to get in in my output file but I don't know how to put it in my report. Can someone help me please ? Regards, Dimitri

Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly, I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…

Hello Everyone Please share with me the tutorials about a combined footings

I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE…

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?

1. STAAD SPACE INPUT FILE: C:\Users\leth_agnes\Desktop\MOR\RCD\new\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-DEC-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0;…

Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

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

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

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

I have hundreds of warnings and I don't know what to do about it. They are all about ZERO STIFFNESS IN DIRECTION__ AT JOINT__ EQN. NO.__ and THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. VILLA QAHTANI R14.std

DEAR SIR, I WANT TO DESIGN A PERGOLA WHICH IS MADE BY ALUMINIUM.PLEASE TELL ME HOW TO DESIGN ALUMINIUM TUBE IN STAD PRO. STAAD SPACE START JOB INFORMATION ENGINEER DATE 21-Aug-16 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES…

I want loads 34 and 35 with different reference load and factors as highlighted? DEFINE IBC 2006 * * SS 0.44 S1 0.16 I 1.25 RX 1.5 RZ 1.5 SCLASS 4 TL 2 Ct 0.0488 PX 0.687 PZ 0.687 REFERENCE LOAD Y R1 1.0 R14 1.0 * *=============================…

Hello, I'm trying to get an understanding of a weight discrepancy between my results in STAAD.Pro and my results in STAAD.Offshore. When I run a simple gravity case for a structure in STAAD.Pro, I get a resultant weight as a sum of the y-reactions…