I have analyzed a G+4 apartment building for primary load cases and static seismic analysis, in the analysis results I am getting very high value of shear force in dead load case. Is there any problem in my model ? I would be grateful for any assistance or help for the same.
Attached is my staad file.
G+4(SLAB AND BEAM).STD
Thanks In advance.
Apart from what Dsanju has mentioned, there are discontinuity in the vertical columns attached to the plates. Please review the model and correct all such issues.
Also, a lot of improper beam plate connectivity are present in the model. Which need to be fixed to get a proper load path and analysis result.
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/58739/how-to-check-modelling-error-in-structure
Plaese refer above wiki to know the tools to check modelling issues.
I have solved every modeling errors and still getting very high shear force value , is it correct or I am understanding it wrongly.5040.G+4(SLAB AND BEAM).STD