If you are visually impaired or blind, you can visit the PDF version by Pressing CONTROL + ALT + 4
You need a JavaScript enabled browser to view this Publication
Please follow these steps to view the Publication:
Enable JavaScript in your browser
Refresh this page
Best regards
Zmags
<br /> <br /> <br /> ST R U C T U R E<br /> ®<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> A Joint Publication of NCSEA | CASE | SEI<br /> January 2010<br /> Concrete<br /> <br /> Special Section<br /> Anchors, Piers,<br /> Foundations, and<br /> Underground<br /> Construction<br /> Powerscanhelpyou<br /> makethechangeefficiently.<br /> <br /> Keep on top of the latest building code changes now<br /> requiring code listed and compliant anchors in all states.<br /> Powers has the products, the tools and the information you<br /> need to help you specify compliant anchors.<br /> <br /> Powers currently has the most code compliant anchors on the market*,<br /> satisfying a range of needs including mechanical and adhesive anchors.<br /> <br /
ST R U C T U R E®A Joint Publication o
ST R U C T U R E®A Joint Publication o
Powerscanhelpyoumakethechangeefficiently.Keep
Powerscanhelpyoumakethechangeefficiently.Keep
C O N T E N T SFEATURES30 O-14: Elegant Rhythms
C O N T E N T SFEATURES30 O-14: Elegant Rhythms
CRSI’s nationwide Region Manager network focuses
CRSI’s nationwide Region Manager network focuses
EditorialThe Right to Petition the GovernmentB
EditorialThe Right to Petition the GovernmentB
www.quakewrap.com www.superlamina
www.quakewrap.com www.superlamina
Engineers Are Persons, TooBy Jon A. Schmidt, P.E
Engineers Are Persons, TooBy Jon A. Schmidt, P.E
By Bryan Allred, S.E. Post-tensioned slabs
By Bryan Allred, S.E. Post-tensioned slabs
PERIMETER
PERIMETER
Figure 5: Typical Post-Tensioned Slab on Ground P
Figure 5: Typical Post-Tensioned Slab on Ground P
Cracked-Concrete Solutions Cracked&Uncracked
Cracked-Concrete Solutions Cracked&Uncracked
Alternatives to Matrix MethodsHow to Teach Struc
Alternatives to Matrix MethodsHow to Teach Struc
woodworks.org Design andbuildi
woodworks.org Design andbuildi
What Computers Might Be Able to DoBy William M.
What Computers Might Be Able to DoBy William M.
Don’t let your plansgosideways.
Don’t let your plansgosideways.
GNSDdesign issues for structural engineersTR
GNSDdesign issues for structural engineersTR
wIy IpMuMnM/yElasto-P
wIy IpMuMnM/yElasto-P
Bending Moment (kips-ft) 200 100 0-
Bending Moment (kips-ft) 200 100 0-
Raised Access Floor Slab Beam
Raised Access Floor Slab Beam
The structural engineer needs to anticipate ot
The structural engineer needs to anticipate ot
This article includes a compilation ofmiscellan
This article includes a compilation ofmiscellan
1,000 psi. The use of cinder concrete, how-ever,
1,000 psi. The use of cinder concrete, how-ever,
19th Century Train Station (30th Street Station,
19th Century Train Station (30th Street Station,
Current Day, Jim Thorpe, PA.load for comparison
Current Day, Jim Thorpe, PA.load for comparison
Amshoelnl,gwthiechasseorvtemseanstanofenicvoi
Amshoelnl,gwthiechasseorvtemseanstanofenicvoi
typical office floors, with 16-inch thick spandrel
typical office floors, with 16-inch thick spandrel
Avalon TowerNew Residential Towers Employ High-S
Avalon TowerNew Residential Towers Employ High-S
to achieve sufficient seismic confinement becomes t
to achieve sufficient seismic confinement becomes t
Special SectionFOUNDATION COMPANIESWorking Thei
Special SectionFOUNDATION COMPANIESWorking Thei
Anchors, Piers, Foundations, andUnderground Con
Anchors, Piers, Foundations, andUnderground Con
“The residential market has slowed quite a bit.
“The residential market has slowed quite a bit.
Special SectionAt A.B. Chance (www.abchance.c
Special SectionAt A.B. Chance (www.abchance.c
SpecialSectionjust bought another ground impro
SpecialSectionjust bought another ground impro
Putinfrastructurespendingonasolidfoundation.
Putinfrastructurespendingonasolidfoundation.
ADVERTISEMENT - For Advertiser Information, visit
ADVERTISEMENT - For Advertiser Information, visit
.ORTH!MERICAS,EADING'EOTECHNICAL#ONSTRUCTION#ON
.ORTH!MERICAS,EADING'EOTECHNICAL#ONSTRUCTION#ON
ANCHOR UPDATESNot listed? Visit www.STRUCTUREm
ANCHOR UPDATESNot listed? Visit www.STRUCTUREm
RISK MANAGEMENTrisk management topics for struct
RISK MANAGEMENTrisk management topics for struct
Many constructors seem to consider notknowi
Many constructors seem to consider notknowi
Figure 3.formance data and develop new work sequ
Figure 3.formance data and develop new work sequ
business issuesDigital SignaturesElectrifying
business issuesDigital SignaturesElectrifying
CoSign Digital Signatures allow anyone to seamles
CoSign Digital Signatures allow anyone to seamles
LEGAL PERSPECTIVESdiscussion of legal issues of
LEGAL PERSPECTIVESdiscussion of legal issues of
engineer must convey any particular construc-
engineer must convey any particular construc-
Report on the 2012 ICC Code Development Hearings
Report on the 2012 ICC Code Development Hearings
shaft enclosures be designed for 288 psf of later
shaft enclosures be designed for 288 psf of later
Structural ColumnsWilhoite Award Presented at E
Structural ColumnsWilhoite Award Presented at E
Electrical Transmission Conference bringsrecord
Electrical Transmission Conference bringsrecord
CASE in PointCASE Winter Meeting in JanuaryInd
CASE in PointCASE Winter Meeting in JanuaryInd
CASE Risk Management Convocation in Orlando This
CASE Risk Management Convocation in Orlando This
Advertiser Indexfree information from advertiser
Advertiser Indexfree information from advertiser