• RE: BEAM DESIGN RESULTS

    The output suggests that shear check for that beam has been done at a distance "d" from the face of support. Vy is the shear force at that section. To carry this shear force shear reinforcement has been provided. 2 legged 8mm dia closed stirrups at a…
  • BEAM DESIGN RESULTS

    I am new in staad pro so please answer this question in very easy language....! IN Beam design results... i can't understand this details.. Can any one help me to understand this.... screen shot is attached.......
  • RE: SLAB ELEMENT RESULTS

    Hello Gaurav, Please go through the attached wiki from which you will definitely be able to read the design output file. https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29226/how-do-i-interpret-the-element…
  • RE: SLAB ELEMENT RESULTS

    Thanks abhishek ......i will try this......!
  • RE: Seismic Analysis Problems

    Thanks sir.... This answer is very clear...
  • RE: Seismic Analysis Problems

    The meaning of this warning is explained in details here: https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/23990/ibc-ubc-seismic-warning
  • Seismic Analysis Problems

    I am new in staad pro so please answer this question in very easy language....! When i trying to do seismic analysis.... one warning is always there....which is present in the screen shot.... can anyone help me to remove it...
  • RE: GEOMETRY PROBLEMS

    Hi Gaurav, Please go through the attached wiki for more information regarding plates & surfaces. https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/23407/difference-between-plate-shell-and-surface-elements …