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<br /> ®<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> A Joint Publication of NCSEA | CASE | SEI<br /> <br /> Special Section: Steel Products and Software<br /> <br /> STRUCTURE<br /> <br /> May 2011 Masonry<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 318 Appendix D. The software offers<br /> several choices
®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)
FEATURES34 Building Envelope Solutions for the S
FEATURES34 Building Envelope Solutions for the S
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Editorial Structural Collapse
Editorial Structural Collapse
ADVERTISER INDEX
ADVERTISER INDEX
InFocus Engineering Ethics as Virtue Ethics
InFocus Engineering Ethics as Virtue Ethics
ycleainableRenewable Resource =Sustainable
ycleainableRenewable Resource =Sustainable
How Wood Stacks UpIn addition to being re
How Wood Stacks UpIn addition to being re
energy when compared with mining iron oreand mil
energy when compared with mining iron oreand mil
It's easyto show somerestraint.T
It's easyto show somerestraint.T
alls Duedsout-of-plane weak-ness of the mason
alls Duedsout-of-plane weak-ness of the mason
A re
A re
Figure 2: Out-of-plane loads on foundations. High
Figure 2: Out-of-plane loads on foundations. High
Leaning WallsSome abutting masonr
Leaning WallsSome abutting masonr
OUTSIDETHE BOXhighlighting the out-of-the-ordi
OUTSIDETHE BOXhighlighting the out-of-the-ordi
Figure 2: Cross section.roof. Despite the slop
Figure 2: Cross section.roof. Despite the slop
POCKET AT CMU WALL. SOLIDGROUT AFTER BEAM IS IN
POCKET AT CMU WALL. SOLIDGROUT AFTER BEAM IS IN
Cracked&UncrackedCONCRETEIBCIBC®2009
Cracked&UncrackedCONCRETEIBCIBC®2009
A s for all materials, masonr
A s for all materials, masonr
Table 1: Masonry Inspection Requirements. The c
Table 1: Masonry Inspection Requirements. The c
D esign of a new wa
D esign of a new wa
Figure 2: Longitudinal bent spring model.
Figure 2: Longitudinal bent spring model.
IntelligentStructural DesignModel
IntelligentStructural DesignModel
E ngineers who design masonr
E ngineers who design masonr
Figure 3: Load distribution at personnel door.l
Figure 3: Load distribution at personnel door.l
7) Allowable Stress or Strength design
7) Allowable Stress or Strength design
tionneered wood products(EWP) designed tospan
tionneered wood products(EWP) designed tospan
Figure 2.
Figure 2.
Figure 8.the foundation contractor, but could a
Figure 8.the foundation contractor, but could a
Work quickly.Work simply. Work accurately.
Work quickly.Work simply. Work accurately.
Building By Peter M.
Building By Peter M.
masonry wall. All of these factors reduce the
masonry wall. All of these factors reduce the
Figure 4: Typical terra cotta cladding with roll
Figure 4: Typical terra cotta cladding with roll
RESTORATIONA N C H O R I N G S Y S T E M SThr
RESTORATIONA N C H O R I N G S Y S T E M SThr
Don't Leave Anything on the TableMaximize LEED P
Don't Leave Anything on the TableMaximize LEED P
Credit 4 Recycled ContentUp to two points can be
Credit 4 Recycled ContentUp to two points can be
Science Complex Grows WithHybrid Masonry and Ste
Science Complex Grows WithHybrid Masonry and Ste
Figure 2: Construction photo. Hybrid masonry de
Figure 2: Construction photo. Hybrid masonry de
STEELSteel Companies Gearing Up for More Busines
STEELSteel Companies Gearing Up for More Busines
the Deltabeam option offered a five percent savin
the Deltabeam option offered a five percent savin
“We're optimistic for 2011 and beyond.Business h
“We're optimistic for 2011 and beyond.Business h
Strong. Light. Versatile.Discover new structur
Strong. Light. Versatile.Discover new structur
...a large number of people have left detailing a
...a large number of people have left detailing a
percent of our business is in industrial applicat
percent of our business is in industrial applicat
For demand criticalwelds,the rightproduct is cr
For demand criticalwelds,the rightproduct is cr
and don't employ a sales staff. One personsuppli
and don't employ a sales staff. One personsuppli
BUILDING INTELLIGENT CONNECTIONS.Why settle f
BUILDING INTELLIGENT CONNECTIONS.Why settle f
award winners and outstanding projects SPOTLIGHT
award winners and outstanding projects SPOTLIGHT
QUALITY ASSURANCE CORNER meeting and exceeding r
QUALITY ASSURANCE CORNER meeting and exceeding r
Figure 9: Avoid hooks on threaded bars.Figure
Figure 9: Avoid hooks on threaded bars.Figure
LEGAL PERSPECTIVES discussion of legal issues of
LEGAL PERSPECTIVES discussion of legal issues of
responsible for job site safety. The test stated
responsible for job site safety. The test stated
STEEL/COLD-FORMED STEEL PRODUCTS GUIDEa definitiv
STEEL/COLD-FORMED STEEL PRODUCTS GUIDEa definitiv
The Dyson Corp.Phone: 440-946-3500Email: mhiggi
The Dyson Corp.Phone: 440-946-3500Email: mhiggi
News form the National Council of Structural Engi
News form the National Council of Structural Engi
NCSEA News NCSEA WebinarMay17 2010 T. R. Higg
NCSEA News NCSEA WebinarMay17 2010 T. R. Higg
Standards Committee onSeismic RehabilitationThe
Standards Committee onSeismic RehabilitationThe
2012 Ammann Call for Nominations The O. H. Amma
2012 Ammann Call for Nominations The O. H. Amma
The Newsletter of the Council of American Structu
The Newsletter of the Council of American Structu
ACEC Education InformationStrategies to Address
ACEC Education InformationStrategies to Address
STRUCTURAL FORUM opinions on topics of current i
STRUCTURAL FORUM opinions on topics of current i