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;…
How to solve instability at join connection
Good morning,
I have problem with my steel truss bridge design, i've used member specification release MY;MZ and truss. Then this message came after i am running the analysis.
***WARNING - INSTABILITY AT JOINT 490 DIRECTION = MZ
PROBABLE CAUSE…
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…
Dummy beam
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 does STAAD determine beam deflections?
Hello,
I am modeling a floor slab (1 ft thick) with concrete beams (all 24" wide x 36" deep). These beams will be cast monolithically with the floor slab, therefore the beams are modeled as 24" deep.
My question is how does STAAD determine the following…
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?
STAAD.Pro V8i - RC Designer (Design as per code IS456 & IS13920 )
I observed few issues in RC Designer while design the beams & Columns as per IS 456 and IS13920.
Please give me solution/clarification
Design of Beam:
Reinforcement details in the Main Steel Summary and Detailed IS456 Main Reinforcement are…
Tension Only member with initial axial capacity
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…
No results in the Beam Graphs
Question: After I run analysis, the beam graphs didn’t show any results: