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RC SHEAR WALL 8110



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2013 Shearwalls Examples

Microsoft PowerPoint - Shear Wall Examples 100mph ExpB-2013.pptx www awc orgShear Wall Design ExamplesPresented bySpeaker Namewww awc orgCopyright MaterialsThis presentation is protected by US and InternationalCopyright laws Reproduction distribution displayand use of the presentation without writtenpermission is prohibitedAmerican Wood Council 20132Copyright 2013 American Wood Council 1All rights...

  • Size: 1165 KB
  • Author:none
  • Creation time: Sun Sep 22 16:29:43 2013
  • Pages: 26
awc.org/pdf/education/2013_shearwal...ls_examples.pdf
Cfsd Report Rp97 2

RP97-2: Additional Shear Wall Values for Light Weight Steel Framing research report Additional Shear Wall Valuesfor Light Weight SteelFramingRESEARCH REPORT RP97-21997REVISION 2007American Iron and Steel InstituteAdditional Shear Wall Values for Light Weight Steel Framing iDISCLAIMERThe material contained herein has been developed by researchers based on their researchfindings and is for general i...

  • Size: 5206 KB
  • Author:none
  • Creation time: Mon Oct 22 19:51:32 2007
  • Pages: 101
steel.org/~/media/Files/SMDI/Construction/CFSD - Report...rt - RP97-2.pdf
Dey Masc F2014

Seismic performance of Composite Plate Shear Walls Sandip DeyA ThesisinThe Department ofBuilding Civil Environmental EngineeringPresented in Partial Fulfillment of the Requirementsfor the Degree of Master of Applied Science Civil Engineering atConcordia University Montreal Quebec CanadaSeptember 2014Sandip Dey 2014CONCORDIA UNIVERSITYSchool of Graduate StudiesThis is to certify that the thesis pre...

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  • Pages: 151
spectrum.library.concordia.ca/978998/1/DEY_MASc_F2014.p..._MASc_F2014.pdf
Frp Shear Wall

Behfarnia FP-8.doc ASIAN JOURNAL OF CIVIL ENGINEERING BUILDING AND HOUSING VOL 13 NO 5 2012PAGES 691-704FRP STRENGTHENING OF Shear WALLS WITH OPENINGSK Behfarnia a and A R SayahbaDepartment of Civil Engineering Isfahan University of Technology Isfahan IranbSaze Andishan Pooya Consulting Engineers Isfahan IranReceived 12 September 2011 Accepted 1 February 2012ABSTRACTConcrete Shear walls are one of...

  • Size: 280 KB
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  • Creation time: Wed Feb 1 10:01:35 2012
  • Pages: 14
behfarnia.iut.ac.ir/sites/behfarnia.iut.ac.ir/files/u32..._shear_wall.pdf
Rc 2

Microsoft Word - Rc-2.doc Kramer Electronics LtdUSER MANUALModelRC-2Wall Plate RS-232 ControllerContentsContents1 Introduction 12 Getting Started 13 Overview 14 Your Rc-2 24 1 The RS-232 PINOUT 45 Installing the Configuration Software 46 Configuring the Rc-2 46 1 Setting the Macro Sequences 67 Technical Specifications 6FiguresFigure 1 Rc-2 Front Panel for Europe and the United States 2Figure 2 Rc-...

  • Size: 556 KB
  • Author:none
  • Creation time: D:00000101000000Z
  • Pages: 10
kramerjapan.com/downloads/m...anuals/RC-2.pdf
Wsf Oak Malone Offsets 2

untitled Session 2-OffsetThe Wood Products Council is a Registered Provider with TheShear Walls American Institute of Architects Continuing Education Systems AIACES Credit s earned on completion of this program will be2009 IBC ASCE 7-05 2008 SDPWS 2005 NDS reported to AIA CES for AIA members Certi cates ofCompletion for both AIA members and non-AIA members areavailable upon requestR Terry Malone P...

  • Size: 392 KB
  • Author:none
  • Creation time: Fri Jan 25 12:54:13 2013
  • Pages: 10
woodworks.org/wp-content/uploads/WSF-OAK-MALONE-Offsets...E-Offsets-2.pdf
Vodic Reference Engl 1977 1990 Final

o learn andgain experience in all domains of the structural engineering and specially in prestressedconcrete earthquake engineering and prefabricated construction system During the periodfrom 1977 to 1990 excluding one year in regular military service in 1978 79 I have performedvarious engineering activities-preparation of the project documentationlarge number of the main projects of the construct

  • Size: 419 KB
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  • Creation time: Mon Jan 21 11:51:29 2013
  • Pages: 2
vodiczainvestitore.com/doc/eng/Vodic-REFERENCE-ENGL-197...990.-final .pdf
101110 Smart Components Brochure

Engineered Truss Technology for All Your Framing NeedsResidential CommercialWood Frame Constructionwww smartcomponents us Cutting-edge Pre-fabricatedToll Free 1 877 TI WALLS Trussed Frames and Panels1 877 849 2557 A TRUSSED Inc ProductWood trusses using metal connector plates have a long historyof reliable roof and floor performance in the construction industryNow more than fifty years of truss en...

  • Size: 955 KB
  • Author:none
  • Creation time: Wed Nov 10 14:27:38 2010
  • Pages: 8
caltrusframe.com/content/wp-content/uploads/2011/12/101...ts_Brochure.pdf
Problem F

Microsoft Word - ProblemF.htm CSI Solution Demonstrates Use of These FeaturesHydrostatic LoadingJoint PatternsProblem F Solution1 Click the File menu New Model command to display the New Model form2 Click the drop-down box to set the units to3 Click on the Wall template button to display the Shear Wall form In thatformType 30 in the Number of Divisions X edit boxType 15 in the Number of Divisions ...

  • Size: 52 KB
  • Author:none
  • Creation time: Wed Mar 2 14:52:50 2005
  • Pages: 4
comp-engineering.com/downloads/manuals/SAP2000/English/...s/Problem_F.pdf
2010 Imacboroscheknunezn242baja

trixC Output Matrixwk Process noise vectorvk Measurement noise vectori i-th modei Eigen value from continuous system matrixi Eigen value from discrete system matrixt Sample timei Angular frequencyi Damping ratioModal shapeEigen vector from discrete system matrix2 AbstractThis article presents the results of the continuous vibration monitoring and modal parameter identification of a 55story Shear-w

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  • Author:none
  • Creation time: Tue Oct 6 12:23:23 2009
  • Pages: 10
boroschek.files.wordpress.com/2013/01/2010_imacborosche...nezn242baja.pdf
Allowable Shear Capacities For Zip Wallv2

Huber Blue T&G Flooring Technical TipAllowable Shear Capacity for ZIP System Sheathing PanelsZIP System sheathing is code recognized in ICC-ES ESR-1474 by the InternationalBuilding and Residential Codes as a combination wood structural panel water-resistivebarrier and air barrier The OSB wood structural panel substrate is readily available in7 16 1 2 and 5 8 thicknesses with 24 16 32 16 or 40 20 s...

  • Size: 55 KB
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  • Creation time: Fri Sep 20 10:32:45 2013
  • Pages: 2
huberarchitectlibrary.com/assets/user/library/Allowable..._ZIP_Wallv2.pdf
Ijase2vbsg

Microsoft Word - Vol. 2, No. 2, 2 International Journal of Advanced Structural Engineering Vol 2 No 2 Pages 115-131 December 2010Islamic Azad University South Tehran BranchPublished online December 2010 at http journals azad ac ir IJASESEISMIC UPGRADING OF NON-DUCTILE STEEL FRAMESUSING STEEL PLATE Shear WALLSVishal Bhatia1 and Siddhartha Ghosh2Department of Civil Engineering Indian Institute of Te...

  • Size: 272 KB
  • Author:none
  • Creation time: Sat Jun 18 17:03:36 2011
  • Pages: 17
civil.iitb.ac.in/~sghosh/papers.../ijase2vbsg.pdf
Hillsideproposalsample

his proposalYour home has some irregularities that are peculiar to hillside homes To gain a greater understanding ofwhat these are please watch Video 12 The Unique Dangers of Hillside Homes and go to our website atwww bayarearetrofit com PDF Library L A Hillside Code and PEER Hillside Home ReportIn addition to the hillside home components of your retrofit your home also needs the standard Shear wa

  • Size: 520 KB
  • Author:none
  • Creation time: Fri Nov 16 11:50:44 2012
  • Pages: 7
bayarearetrofit.com/wp-content/uploads/2014/01/Hillside...posalSample.pdf
Fall Feature Condo Article

Feature CondoStan Dulberg RCM ACCIProperty Manager Wilson Blanchard Management IncWENTWORTH CONDOMINIUM CORPORATION NO 65The ShorelinerA Proud Place to Call HomeWentworth The building constructioncommenced around 1976 and theextremely professional in the day-to-day operations of the corporationCondominium corporation was registered as acondominium in 1977 Needlessfrom a Director s standpoint Thish...

  • Size: 344 KB
  • Author:none
  • Creation time: Tue Oct 28 11:17:44 2014
  • Pages: 5
ghccci.org/ckfinder/userfiles/files/Fall Feature Condo ...ndo Article.pdf
Cfsd Report Rp09 2

research report Steel Sheet Sheathing Options for Cold-FormedSteel Framed Shear WallAssemblies Providing ShearResistance - Phase 2RESEARCH REPORT RP09-22009American Iron and Steel InstituteSteel Sheet Sheathing Options for CFS Framed Shear Wall Assemblies Providing Shear Resistance - Phase 2 iDISCLAIMERThe material contained herein has been developed by researchers based on their researchfindings ...

  • Size: 4678 KB
  • Author:none
  • Creation time: Fri Oct 30 14:21:06 2009
  • Pages: 123
steel.org/~/media/Files/SMDI/Construction/CFSD - Report...rt - RP09-2.pdf
100 S64

f100s64.PDF ACI STRUCTURAL JOURNAL TECHNICAL PAPERTitle no 100-S64Compression Field Modeling of Reinforced ConcreteSubjected to Reversed Loading Formulationby Daniel Palermo and Frank J VecchioConstitutive formulations are presented for concrete subjected to however the fixed crack assumption requires separatereversed cyclic loading consistent with a compression field formulations to model the nor...

  • Size: 181 KB
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  • Creation time: Fri Aug 8 14:32:05 2003
  • Pages: 10
by.genie.uottawa.ca/~pale...rmo/100-s64.pdf
Dcl 072 Biweekly Report May 2 1955

Reduct1on 29 1- II131 Spec1al Problems Staff Tra1n1ng 1 etc19 3 I132 c N a Milling Machine 11 0141 S and EO Subrout ine Study 17 8155 D Synoptic Climatology 57 3f JI I156 AReflect10n 1n a Sem1-Inf1n1te Rect W G- - J - f7 6179 C Transient Temperature of a Box-Type Beam 14 1DCL-72 page 2180B Crosscorrelat1on of Blast Furnace Data 35 4193 c E V Problem for Propagation of E M Waves 26 2194 B Augmented

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  • Creation time: Sat Jun 26 10:09:45 2010
  • Pages: 4
bitsavers.trailing-edge.com/pdf/mit/whirlwind/DCL-serie..._May_2_1955.pdf
Contribution1199

Mod lisation du comportement d un mur ossature bois sous action sismiqueY Verdret1 2 S M Elachachi1 C Faye2 P Garcia21Universit Bordeaux 1 I2M d partement GCE B t B18 Avenue des facult s33405 Talence e-mail yassine verdret etu u-bordeaux1 fr2Institut technologique FCBA For t Cellulose bois et Ameublement All eBoutaut BP227 33028 Bordeaux cedexR SUM On se propose dans cette communication de pr sent...

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  • Creation time: Thu May 9 20:02:20 2013
  • Pages: 10
augc2013.ens-cachan.fr/Data/Articles/Contribution1199.p...ibution1199.pdf
Preventing Moisture Problems In Single Wythe Block Walls Tcm68 1374893

Preventing moisture problems in single-wytheblock wallsProper insulation and drainage details water-repellent treatmentsand a new block design can helpBy Christine Beallhe introduction of architectur- When standard block are used caused by vapor transmissionT al block has dramatically im-proved the appearance of con-crete masonry walls The varietyin single-wythe assemblies mois-ture problems usual...

  • Size: 226 KB
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  • Creation time: Wed, Jul 3, 1996 1:22 PM
  • Pages: 3
masonryconstruction.com/Images/Preventing Moisture Prob...m68-1374893.pdf
Item 1 Preview 51af8e13aa199

A Overview A1 3 Structural assemblies A1 4 Historical context Considerable technical literature CMHC King Magwood Straube In Structural assemblies the plastered bale walls carry some or all The first known straw bale structures were built in Nebraska by et al on the formally tested properties of straw bale buildingof the in-plane loads imposed on them The extent to which the European settlers in t...

  • Size: 3019 KB
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  • Creation time: Wed Jun 5 12:11:53 2013
  • Pages: 2
asri.ca/media/item/item_1_preview_51...af8e13aa199.pdf
P 752 Unit8

Concrete - 2Requirements for PrecastConcrete SystemsPrecast seismic systems used in structures assigned to SeismicDesign Category C must be intermediate or special momentframes or intermediate precast or special structural wallsPrecast seismic systems used in structures assigned to SeismicDesign Category D must be special moment frames orintermediate precast up to 40 feet or special structural wa

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  • Creation time: Mon Mar 3 16:13:13 2014
  • Pages: 175
https://s3-us-gov-west-1.amazonaws.com/dam-production/u...P-752_Unit8.pdf
Rb15

diameter from endof sill R403 1 6Premanufactured Shear Wall anchor bolt templates in placePost base connectors have 3 side clearanceHoles for Epoxy Bolting cleaned wire-brushed and blownHoles for Mechanical Fasteners installed per manufacturer IAM and ICC-ERspecs uninstalled fastener on site...

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  • Creation time: Wed Jun 5 13:57:32 2013
  • Pages: 1
buildingincalifornia.com/wp-content/uploads/2014/01/RB1...014/01/RB15.pdf
10 Fussell

Microsoft Word - 10Fussell.doc Development and research of eccentrically bracedframes with replaceable active linksA J Fussell K A CowieSteel Construction New Zealand Inc AucklandG C Clifton 2014 NZSEEConferenceDepartment of Civil Engineering University of Auckland AucklandN MagoNew Zealand Heavy Engineering Research Association AucklandABSTRACT Ductile eccentrically braced frames designed in acco...

  • Size: 1954 KB
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  • Creation time: Sun Mar 16 16:51:11 2014
  • Pages: 13
db.nzsee.org.nz/2014/oral.../10_Fussell.pdf
Structural Forms

2 0 Various forms of structural designs used for high rise buildings Above 12 up to 120 stories buildings are high rise buildings When increasing theheight of any building some forces are impact to that building structure Some forcesact vertically such as gravity loads and some forces act horizontally such as stabilitywind and seismic events Those are lateral loads So high buildings structure shou...

  • Size: 441 KB
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  • Creation time: Tue Apr 2 10:50:32 2013
  • Pages: 8
data.biitbook.com/struc...tural-forms.pdf
Revised Plans 7 14 2008 36

D:\Documents\5069 Escobedo Dr Construction Docum\PDF\7-14-2008\Revised Plans 7-14-2008.pdf TREATED SILL PERPLAN Shear Wall SCHEDL 5 D 4 10 -0FOR SPACING OF MIN MIN D MINddADDED 4 BAR TIES SEE SCHED FACE OFGROUND LINE12dTYP PILE DETL SUPPORT L 3TYP EACH STEPD 4d ORMAX2 1 293DMAXSTEPPED CONC STEM WALL90 HOOK 180 HOOK BACKFILLD 4W 4 24 O C EA WAYMIN PER SPECS TRENCHVERT L BARS PER SCHEDULE 6 EXCAVATI...

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  • Creation time: Mon Jul 14 00:55:22 2008
  • Pages: 1
filmmagic.org/plans/Individual pdf/Revised Plans 7-14-2...-14-2008 36.pdf
Wdf13 3 2004limits

WDF13-3-FinalDraft.vp selves with the tables specifications illustrations and gen- Referenceseral design concepts Douglas B K and H Sugiyama 1994 Perforated Shear Wall De-For those who cannot attend the WFCM workshop sign Approach Presented at the 1994 American Society of Agri-AF PA offers a web-based course and electronic workbook cultural Engineers International Winter Meeting Paper Nothrough it...

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  • Creation time: Wed Jan 25 11:38:28 2006
  • Pages: 4
awc.org/publications/papers/WDF13-3...-2004Limits.pdf
Bruneau Ductil Design

s buckling-restrained braced frame design steelplate Shear Wall design and hysteretic energy dissipating systems and designstrategies Eight other chapters have been extensively revised and expandedincluding a chapter presenting the basic seismic design philosophy to determineseismic loads Self-study problems at the end of each chapter help reinforce theconcepts presented Written by experts in eart

  • Size: 251 KB
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  • Creation time: Thu Nov 22 12:27:02 2012
  • Pages: 1
construccionenacero.com/Documents/Bruneau_Ductil_Design...ctil_Design.pdf
01300134

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P REFER TO Shear Wall SCHEDULE ONS2 1 FOR TYPE SIZE OF EXTERIORSHEATHING55 5N ARCHITECTS PROJECTT O FRAMING 24731 000119 -1T O MASONRY118 -8MLSINGLE-PLY MEMBRANE ROOFING ON R 30 MINRIGID INSULATION OVER METAL DECKINGKFLUID APPLIED WATER PROOF BARRIER3 RIGID INSULATIONJ8 CMU Wall - REFER TO STRUCTURAL FOREIFS PANELHORIZONTAL AND VERTICAL REINFORCING8 -62...

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  • Creation time: Fri Apr 27 11:50:47 2012
  • Pages: 1
builderex.com/ipin/Scans/2012-0130/Pla...ns/01300134.pdf
Resume

collision between avessel and a fender system using ABAQUSDetermined the feasibility of several fender units by calculating the energy capacity of eachunit and the kinetic energy of the vesselGraded homework for 150 students each semester for the Statics courseAssisted advisor by reviewing editing journal articles and reportsTindall Corporation Spartanburg SC Summer 2007Structural InternshipCalcu

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  • Creation time: Sun Sep 23 18:25:35 2007
  • Pages: 2
csmlab.lsu.edu/old/students/kocke_f...iles/Resume.pdf