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  • Beam failure in RCDC

    Hey I am also getting the same problem as a new beginner I didn't understood the offset removing answer ( communities.bentley.com/.../staad-rcdc---beam-bm-detailing-failure) how do I remove offset I have already created mesh and now every beam got divided…

  • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

    1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…

  • How to get the max and min forces in each member ?

    How to get the max and min forces in each member ? Not to get the max of a selected group. need to get the maxm forces of each members (beams/column)

  • hello everyone

    hello everyone,i am getting warning, can anyone help me out in removing those warning. warning are- 1.WARNING:Section fails while detailing 2.WARNING:Section fails while designing section: 3. WARNING:Reinforcement % exceeds maximum limit

  • The analysis of a stepped column is possible or not?

    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.

  • 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…

  • As per IS code in beam design by manual calculation i am getting spacing of 229 for stirrups , lets say we will consider 230 ,but in staad it gives spacing of 110 mm for 8 dia bar,how? how software is considering ?

  • Spacing of Stirrups IS Code : As per code

    As per code in beam design by manual calculation i am getting spacing of 229 for stirrups , lets say we will consider 230 ,but in staad it gives spacing of 110 mm for 8 dia bar,how? it software is considering ?

  • COLUMN DESIGN ISSUE

    Dear sir, After design structure some beams & columns are not shown design. kindly help me with issue . PLEASE CHECK ATTACHED TEST MODEL. also give procedure for Dynamic design in Staad. Thanks. 2772.test model.STD

  • How can we consider Secondary beam moment behavior while rebar detailing without intermediate supports but connected between many primary beams

    Hello, I have few queries related to community hall without internal columns, my attached staad file 1. Main beam is of 17.27m length with size 450X725mm. This continuous beam is shown as passed even though L/d ratio is not meeting however it is satisfying…

  • RC designer beam fail

    Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD

  • camber a steel beam in staad pro

    Dear sir, I want to camber a steel beam . I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why deflection is not decreasing? Kindly also guide…
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