HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
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;…
Steel member design - Staad Pro SS6 edition
In STAAD Pro SS6 edition (Version 20.07.11.70) when a member subjected to Combined Axial force and bending, the member fails with higher ratios (i.e., 200, 216584 etc. ) according to section 9.3.1.1 as per IS 800 - 2007 (LSD). But when I calculate manually…
Difference in Compressive & Tensile stress values for a symmetrical I beam which is connected to a vertically restrained plated structure and subjected to UDL
Hi, I was doing a case study for the combined beam & plate effect in STAAD Pro using AISC ASD. 2 geometries were prepared;
1. A simply supported beam subjected to 1kN/m UDL 2.A simply supported beam with plate structure bottom vertically restrained…
Problem modelling plates on top of beams for elevated steel water tank
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
Member Design Failed for member in steel structure and also Members get failed in output file
I have designed a steel structures in staad pro. I have some doubts in below
1. I'm getting an error in member designed failed, how to resolve it.
2. In output, Some of my members gets failed and some gets pass how to resolve it and how to optimize…
tension & compression flange utility ratio for built-up i-section
Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
IBC/UBC Warning in My Canadian Seismic Load Model
I know when I input seismic UBC/IBC seismic loads I should type Perform Analysis and Change after each load case.
The problem is, I am using National Building Code of Canada to generate seismic loads in my model and STAAD Pro still gives me the warning…