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<br /> ®<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> A Joint Publication of NCSEA | CASE | SEI<br /> <br /> NCSEA Winter Institute<br /> Amelia Island, Florida<br /> February 25 – 26<br /> <br /> STRUCTURE<br /> <br /> February 2011 Steel<br /> The newly updated Powers Design Assist<br /> (PDA V2.0) anchor design interface puts technical<br /> data into a dynamic real-time environment to<br /> better help you visualize, consider and specify<br /> anchors in today's changing engineering climate.<br /> PDA's simple but unique dashboard allows for<br /> anchor design in just minutes using 5 easy steps.<br /> The user has the ability to create and modify<br /> a 3D model of the project combined with<br /> real-time calculation results in accordance<br /> with ACI 31
®A Joint Publication of NCSEA | CASE | SE
®A Joint Publication of NCSEA | CASE | SE
The newly updated Powers Design Assist(PDA V2.0)
The newly updated Powers Design Assist(PDA V2.0)
woodworks.orgLearn Any Time at theOnline Tra
woodworks.orgLearn Any Time at theOnline Tra
FEATURES26 Balancing ActBy Jeffre
FEATURES26 Balancing ActBy Jeffre
ADVERTISER INDEX PLEASE SUPPORT TH
ADVERTISER INDEX PLEASE SUPPORT TH
Editorial Continuing Professional Competency
Editorial Continuing Professional Competency
CODES ANDSTANDARDSupdates and discussions relat
CODES ANDSTANDARDSupdates and discussions relat
Table 1: Member Sizes and Bolted Connection Config
Table 1: Member Sizes and Bolted Connection Config
freebody "A"BeamColumnh(a)dC-sec
freebody "A"BeamColumnh(a)dC-sec
The Analysis ConceptIn structural steel
The Analysis ConceptIn structural steel
If ∆ is greater than ∆s+∆y, then ∆b must be com
If ∆ is greater than ∆s+∆y, then ∆b must be com
sequencesping screws wereused to hold slabs
sequencesping screws wereused to hold slabs
The chief weakness of these fasteners can be,i
The chief weakness of these fasteners can be,i
Selectively-hardened fasteners are hardened by pa
Selectively-hardened fasteners are hardened by pa
We engineered the frame,so you don't have to.
We engineered the frame,so you don't have to.
STRUCTURALTESTINGissues and advances relatedto
STRUCTURALTESTINGissues and advances relatedto
construction, and weathering of the testspecimen
construction, and weathering of the testspecimen
berm planted with pine trees is just outside this
berm planted with pine trees is just outside this
TESTEDTOMEETIBC®2009
TESTEDTOMEETIBC®2009
Longer Spans and Load TableRevisionsen WebGird
Longer Spans and Load TableRevisionsen WebGird
AnchorageThe Steel Joist Institute Specification
AnchorageThe Steel Joist Institute Specification
A number of variables were revisited to come up
A number of variables were revisited to come up
For demand criticalwelds,the rightproduct is cr
For demand criticalwelds,the rightproduct is cr
Atop the completed building, the 747 awaits the i
Atop the completed building, the 747 awaits the i
The plane approaches its maximum height on lift d
The plane approaches its maximum height on lift d
The plane in its final position on the roof of th
The plane in its final position on the roof of th
“1.26”: From Tsunami to Abstract Net FormBy Shan
“1.26”: From Tsunami to Abstract Net FormBy Shan
stay ropes connected to three points at each end
stay ropes connected to three points at each end
Peter Heppel Associates (PHA), specialists in ae
Peter Heppel Associates (PHA), specialists in ae
Bridging Your Innovations to RealitiesMoving
Bridging Your Innovations to RealitiesMoving
ICC and NCSEA–Partners in Building SafetyIntrodu
ICC and NCSEA–Partners in Building SafetyIntrodu
People Helping People Build a Safer World™
People Helping People Build a Safer World™
onsthe snow and rainchapters are nomi-nally th
onsthe snow and rainchapters are nomi-nally th
4°maxa) Venturi Tube with Laminar Flow4.7°
4°maxa) Venturi Tube with Laminar Flow4.7°
Upper Roof6h16
Upper Roof6h16
windward eave to ridge distance then becamethe u
windward eave to ridge distance then becamethe u
BUILDING INTELLIGENT CONNECTIONS.Why settle f
BUILDING INTELLIGENT CONNECTIONS.Why settle f
QUALITY ASSURANCE CORNER meeting and exceeding r
QUALITY ASSURANCE CORNER meeting and exceeding r
Figure 3: Avoid using 180 degree hooks in slabs.
Figure 3: Avoid using 180 degree hooks in slabs.
GREAT ACHIEVEMENTS notable structural engineers
GREAT ACHIEVEMENTS notable structural engineers
intricate fabric tension roof, was based onthe u
intricate fabric tension roof, was based onthe u
life, and life is art, drama, music, and mostimp
life, and life is art, drama, music, and mostimp
new trends, new techniques and current industry i
new trends, new techniques and current industry i
NOTEWORTHY news and informationEditorial Board
NOTEWORTHY news and informationEditorial Board
Pile Dynamics, IncPhone: 216-831-6131Email: med
Pile Dynamics, IncPhone: 216-831-6131Email: med
award winners and outstanding projects SPOTLIGHT
award winners and outstanding projects SPOTLIGHT
Dwyer CompaniesWest Chester, OHFibrwrap Constru
Dwyer CompaniesWest Chester, OHFibrwrap Constru
NATIONAL COUNCIL OF STRUCTURAL ENGINEERS ASSOCIAT
NATIONAL COUNCIL OF STRUCTURAL ENGINEERS ASSOCIAT
The Newsletter of the Structural EngineeringInst
The Newsletter of the Structural EngineeringInst
April 14-16, 2011 – Green Valley Ranch Resort and
April 14-16, 2011 – Green Valley Ranch Resort and
CASE Risk ManagementConvocation inLas Vegas Nex
CASE Risk ManagementConvocation inLas Vegas Nex
CASE Winter Planning Meeting Scheduled for Februa
CASE Winter Planning Meeting Scheduled for Februa
STRUCTURAL FORUM opinions on topics of current i
STRUCTURAL FORUM opinions on topics of current i
Easy to LearnFrom expert in-person training to i
Easy to LearnFrom expert in-person training to i