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Calculations

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Punching Shear Calculations

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Notes for checker ofreport (G4’)

Information for punching shear at internal column G4’ at Roof 

• Column dimensions 1!"3! mm

• #la$ thickness%1!mm

• #la$ &ith stone aggregate concrete

• 'lso refer general notes at start of section

•'llo& !mm nishes

• Column on a masonr internal partition &all line* +otal &all length is 11*,!2m-height onl 2*,,3m +hickness *1!

• .se of area supported $ this column is / 0alls onl

• Concerns (N) / # as highl stressed under a punching shear check*

o&e5er there &as no 5isi$le distress to the so6t of the sla$ around columnsgenerall (although this specic location ma not ha5e $een checked)

• Conclusion as to &h (R'G)/  Yellow as 78# is 1*91

• Recommend that li5e load is limited to 1k:a*

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Falcon knit composite– Internal Column – Punching Shear Spreadsheet

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,

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Notes for checker ofreport (1’)

Information for punching shear at internal column E1’ at Roof 

• Column dimensions 1!"3! mm

• #la$ thickness%1!mm

• #la$ &ith stone aggregate concrete

• 'lso refer general notes at start of section

•

'llo& !mm nishes• Column on a masonr internal partition &all line* +otal &all length is 11*,!2m-

height onl 2*,,3m +hickness *1!

• .se of area supported $ this column is / 0alls onl

• Concerns (N) / # as highl stressed under a punching shear check*

o&e5er there &as no 5isi$le distress to the so6t of the sla$ around columnsgenerall (although this specic location ma not ha5e $een checked)

• Conclusion as to &h (R'G)/  Yellow as 78# is 1*91

• Recommend that li5e load is limited to 1k:a*

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