Notes for Checkers
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Transcript of Notes for Checkers
8/15/2019 Notes for Checkers
http://slidepdf.com/reader/full/notes-for-checkers 1/10
Calculations
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Punching Shear Calculations
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3
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 $een checked)
• Conclusion as to &h (R'G)/ Yellow as 78# is 1*91
• Recommend that li5e load is limited to 1k:a*
8/15/2019 Notes for Checkers
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Falcon knit composite– Internal Column – Punching Shear Spreadsheet
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8/15/2019 Notes for Checkers
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,
8/15/2019 Notes for Checkers
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8/15/2019 Notes for Checkers
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Notes for checker ofreport (1’)
Information for punching shear at internal column E1’ at Roof
• Column dimensions 1!"3! mm
• #la$ 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*
8/15/2019 Notes for Checkers
http://slidepdf.com/reader/full/notes-for-checkers 9/10<
8/15/2019 Notes for Checkers
http://slidepdf.com/reader/full/notes-for-checkers 10/10