kHURRAM ALI

Scaffolding coupler capacity in sea water

By kHURRAM ALI, June 1, 2024 in General Discussion

Beam Fail In Torsion And Shear In Etabs Then Why Torsion Modifier Reduce To 0.001

By kHURRAM ALI, June 4, 2015 in Software Issues

• etabs torsion modifiers
• torsion modifiers
• (and 1 more)

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  • etabs torsion modifiers
  • torsion modifiers
  • beam torsion

ubc code allow to ignore base shear equation (30-6) for calculating drift , how to apply on etabs

By kHURRAM ALI, July 5, 2020 in Seismic Design

Etabs model dont show auto seismic calculation in summary report

By kHURRAM ALI, June 26, 2020 in Software Issues

• software results

IBC code use instead of UBC 1997 in karachi

By kHURRAM ALI, February 28, 2020 in Seismic Design

Vertical Response spectrum

By kHURRAM ALI, January 20, 2020 in Software Issues

Shear Wall Boundary Element Steel

By kHURRAM ALI, July 11, 2015 in Software Issues

• Shear Wall Design

Load Bearing Structure Design

By kHURRAM ALI, March 14, 2015 in Spreadsheets & Softwares

• Masonry

load combination for pick up shear walls

By kHURRAM ALI, May 17, 2018 in Software Issues

• special seismic

What Modifier Should We Take For Servicibility Check (Deflection And Drift)

By kHURRAM ALI, September 7, 2015 in Software Issues

• stiffness modifiers
• modifiers

semi reigid or flexible diaphragm

By kHURRAM ALI, November 16, 2016 in Seismic Design

• diaphragm

Primary Beam And Secondary Beam

By kHURRAM ALI, September 15, 2015 in Software Issues

• Beams

Is Special Seismic Option In Etab Is Neccesary Of Zone 2B Or Less

By kHURRAM ALI, September 8, 2015 in Seismic Design

• Special Seismic
• Load Combinations

Beam Fail Between Shear Walls

By kHURRAM ALI, March 9, 2015 in General Discussion

• Coupling Beam
• Beam between shearwalls