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;…
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…
Testing batch mode column design vs RC interactive designer
In an effort to find a more efficient way in aggregating the output, I decided to give the RC interactive designer a try and compare it with the batch mode design results. Attached is a screenshot of the result from the batch mode vs the RC designer and…
Effective length factor SKY and SKZ parameters in ACI concrete column design
If the user didn’t assign effective length factor SKY and SKZ parameters in ACI concrete column design, which value does STAAD consider in the column design:
1-The length of the modelled member from node to node or
2-the clear height of the column…
Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??
Hi,
1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ??
3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
Looking for clarification on RAM Steel Column Sign Conventions
Hello,
I'm looking at this article, and would like some clarification:
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa
The diagram says "minor" and "major" axis moment, however…
RE: Does RAM Concrete check for ACI 21.13: Members not designated as part of the SFR system
See Section 4.8.4 in the RAM Concrete Column Manual for the sections of 21.13 that are implemented in the program. Induced moments and shears are not calculated by the program, so the program follows ACI 318-11 21.13.4 and not 21.13.2 or 21.13.3 when…