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;…
Precompression Failure
Hello,
I am seeing a precompression failure for my two-way slab with opening infill beams (Layers > Deign Status > Status Plan). When I go to use the Auditor tool, I do not see much information about the precompression failure (i.e., the needed precompression…
Primary and Secondary beams Intersection vs merge
Hello Everyone
Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
Design of Solid slab (Conventional slabs)
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…
Beams in One way Slab - Column Design Strip width smaller than beam width
When running my model, I noticed I was getting column design strips widths smaller than the width of my beam. I changed my settings in the strip generation tab to column strip width calc for "Code T-beam" and checked the box "design column strip for column…
how to get the loadings details in report????
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?
RE: Modeling of a Non post tensioned beam in a post tensioned slab.
Model just what you have, the beams, the slab the tendons. Place a design strip along the beam for the design of the beam only and in the General tab uncheck the box to "Consider as Post-Tensioned". The forces in the strip are not affected by this selection…
RE: Ram Concept- Shear Reinforcement
If you look closely at the section audit for a section from each case and compare them side by side it's a little easier to tell what is most significant. Below is a table of just a few lines from the audit to help you, ultimately is a small change in…
RAM Concept Reinforcement Detailed Bars Perspective
I am modeling a suspended slab on grade with grade beams. In the Design status, it shows the shear reinforcement in the beams but when I look at the Reinforcement detailed bars perspective, it shows the shear reinforcement coming out of the beams through…
Meshing beams with slabs vs. Not
For a two-way slab, when would it be applicable to mesh a beam as slab and when is it not?