sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN...

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Transcript of sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN...

Page 1: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 2: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 3: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 4: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 5: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 6: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
jradstrom
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BEAUFORT #
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1 = 0.7-3.4 mph
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2 = 3.4-7.4 mph 3 = 7.4-12.2 mph 4 = 12.2-17.9 mph 5 = 17.9-24.1 mph 6 = 24.1-31 mph 7 = 31-38.4 mph 8 = 38.4-46.3 mph 9 = 46.3-54.8 mph 10 = 54.8-63.6 mph
Page 7: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 8: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 9: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
jradstrom
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31.5" 3,15" 19 11/16" 1760 LBS
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31.5" 31.5" 19 11/16" 1760LBS 31.5" 31.5" 19 11/16" 1760 LBS
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1540 lbs 88 lbs
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220 lbs 110 lbs
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110 lbs 220 lbs
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16.38 lbs/ft^2
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12.46lbs/ft
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^3
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15.75"
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Page 10: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
Page 11: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014
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90.2 lbs
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98 7/16" 130.5 lbs 92.2 lbs 0 68.68 lbft
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130.5 lbs
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256" 354" 98"
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Page 12: sunairawnings.com Calculations with US...UNI EN1990-1 UNI EN1991-1 UNI EN1998-1 UNI ENI 999-1 UNI EN 13561 -1:2004 -1:2004 :2005 -1:2002 :2004 LEVEL attacco muro revisione008.xls 22/05/2014

output - uni-paderborn.de · Holger Giese, Andy Schürr, Albert Zündorf (Eds.) Days 2004 15th -17th September 2004 TU Darmstadt, Germany Proceedings

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Completions and continuations in dialogue: a preliminary account Massimo Poesio (Uni Essex) Hannes Rieser (Uni Bielefeld) CATALOG Barcelona, July 2004.

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homepage.ruhr-uni-bochum.de · Created Date: 10/29/2004 8:55:58 PM

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