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<br /> Net tension capacity, allowing for 1/16-inch oversized bolt holes (per<br /> NDS 11.1.2.2), is given by:<br /> Tnet = (1,380 psi) * [1.5 in. {9.25 in. – 3(⅝ + 1/16 in.)}] = 14,878 lbs<br /> Tnet > 11,000 lbs, net section capacity is adequate.<br /> <br /> <br /> Check row tear-out capacity per NDS App. E.3<br /> Allowable tear-out capacity of row of fasteners can be calculated as:<br /> Fv' A critical<br /> ZRT' = ni<br /> 2<br /> <br /> where:<br /> ZRTi' = allowable row tear-out capacity of row i,<br /> Fv' = allowable shear design value parallel-to-grain,<br /> Acritical = minimum shear area of any fastener in row i, and<br /> ni = number of fasteners in row i.<br /> Note: The above
®A Joint Publication of NCSEA | CASE | SE
®A Joint Publication of NCSEA | CASE | SE
Typical Applications that Require CodeCompliant
Typical Applications that Require CodeCompliant
MetalWoodFramerforRevit
MetalWoodFramerforRevit
C O N T E N T S FEAT
C O N T E N T S FEAT
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National Council of Structural Engineers Associat
EditorialNCSEA's 2011-2015 Strategic PlanBy Jam
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Figure 4: Double shear splice connection.Allowa
Figure 4: Double shear splice connection.Allowa
Net tension capacity, allowing for 1/16-inch ove
Net tension capacity, allowing for 1/16-inch ove
Cracked-Concrete Solutions Cracked& IBC
Cracked-Concrete Solutions Cracked& IBC
updates and information on structural materials
updates and information on structural materials
who has written several articles on hydrogenemba
who has written several articles on hydrogenemba
likely to occur at the interface between theshaf
likely to occur at the interface between theshaf
E X PA N D your frame
E X PA N D your frame
Is Roof Eave Blocking Required ToTransmit Wind/S
Is Roof Eave Blocking Required ToTransmit Wind/S
Figure 1b: Wood Framed Eave, No Eave Blocking.t
Figure 1b: Wood Framed Eave, No Eave Blocking.t
The third configuration used a combinationof twen
The third configuration used a combinationof twen
NCSEA Basic Education Survey Curriculum Results –
NCSEA Basic Education Survey Curriculum Results –
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SchoolRecommended CurriculumAnalysis MatrixM
SchoolRecommended CurriculumAnalysis MatrixM
SchoolRecommended CurriculumAnalysis MatrixM
woodworks.org Design andbuil
woodworks.org Design andbuil
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IBC 1908.1.16 [D3.3.5] can be consideredextremel
Table 1: Anchor Bolt Shear Values Based on the ND
Table 1: Anchor Bolt Shear Values Based on the ND
By Renee Strand, P.E.CODES AND D
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D.3.3.4) or the hold-down attachment mustundergo
D.3.3.4) or the hold-down attachment mustundergo
surfaces of the concrete. For conditions withthe
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For demand criticalwelds,the rightproduct is cr
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Dimensional and Material Quantity ContBIM
a shift in construction practice for wood-framed
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Fountain Lake Middle School was the first wood-fra
ADVERTISEMENTStructu esign
ADVERTISEMENTStructu esign
RETAIN PRETAIN PRO 9Special Section
RETAIN PRETAIN PRO 9Special Section
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Special Section RETAIN PEngineering Segme
IntelligentStructuralDesignModel,
IntelligentStructuralDesignModel,
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Special Section RETAIN PADVERTISEMENT - For
Coming this Fall!New Design Office 9Now IBC 200
Coming this Fall!New Design Office 9Now IBC 200
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Special Section RETAIN Pfrom someone who
The shortest distance fromA to BIMFR
The shortest distance fromA to BIMFR
Special Section RETAIN PDesign Data (www.
Special Section RETAIN PDesign Data (www.
BUILDING INTELLIGENT CONNECTIONS.Why settle f
BUILDING INTELLIGENT CONNECTIONS.Why settle f
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Next GenerationInteroperabilityExperience the f
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2010 SOFTWARE GUIDEA software guide for Structur
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2010 SOFTWARE GUIDEA software guide for Structur
Work quickly. Work simply. Work
Work quickly. Work simply. Work
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discussion of legal issues of interest to structu
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QUALITY ASSURANCE CORNERmeeting and exceeding re
Figure 2: Head off steeply skewed beams to facili
Figure 2: Head off steeply skewed beams to facili
notable structural engineersGustav LindenthalB
notable structural engineersGustav LindenthalB
When Lindenthal came into office, theManhatt
When Lindenthal came into office, theManhatt
new trends, new techniques and current industry i
new trends, new techniques and current industry i
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SPOTLIGHTaward winners and outstanding projects
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News form the National Council of Structural Engi
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Next NCSEA Webinar August 17Load Testing of Exis
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Call for 2011 SEI/ASCE Award Nominations Nomina
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CASE Summer Meeting Planned for Boston in Septemb
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