complete solution and neat handwriting.
- Use National Structural Code Of The Philippines 2015 Show Complete Solution And Neat Handwriting 1 (112.18 KiB) Viewed 25 times
Use National Structural Code of the Philippines 2015. Show complete solution and neat handwriting.
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Use National Structural Code of the Philippines 2015. Show complete solution and neat handwriting.
Use National Structural Code of the Philippines 2015. Show
complete solution and neat handwriting.
For the column section shown. Use f'c-28 MPa, fy=415MPa and 60.5 mm concrete cover. 300- 6-25 minor axis 500 8 o ties 60.5++ +60.5 1) Calculate for the balanced eccentricity of the given column section with respect to minor axis. 2) Determine the axial nominal balance capacity of the column section with respect to minor axis. 3) Determine the axial nominal load Pn if e=175mm.
complete solution and neat handwriting.
For the column section shown. Use f'c-28 MPa, fy=415MPa and 60.5 mm concrete cover. 300- 6-25 minor axis 500 8 o ties 60.5++ +60.5 1) Calculate for the balanced eccentricity of the given column section with respect to minor axis. 2) Determine the axial nominal balance capacity of the column section with respect to minor axis. 3) Determine the axial nominal load Pn if e=175mm.