i trying to get corresponding beam properties from staad, right now I'm using following command But first 9 values showing empty and last on is value is 0. Dim RetVal As VARIANT = OSPropertyUI . GetBeamPropertyAll (11, &varfWidth, &varfDepth,…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

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…

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

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.

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;…

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

Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…

Good morning, I am facing a problem in the attribution of BEta angle. This property disappears when i am restarting the program and reopening the STD file. Is there any solution for keeping it ? Image 1: BETA=0degmage 2: Beta=90deg …

Is there a way in STAAD to merge specifications, similar to what Merge Properties on the Tools menu does? For example if I have a big model and I finish assigning the End and Start Releases. On my specification window I only have 2 lines one for the end…

Hello, I'm trying to analyze a bridge to find moment, shear forces and relevant stresses. It's a 50m long composite bridge with 300mm concrete deck supported with a box of steel. I'm quite unsure how to model this in STAAD.Pro. As you see in the…

Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…