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…

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

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

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.

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?

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 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 ?

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

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…

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

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…