Copyright Materials. R. Jonkman, P.Eng, A. Robertson, P.Eng 1
|
|
- Ethan Tyler
- 5 years ago
- Views:
Transcription
1 Robert Jonkman, P.Eng. November 12, 2013 Adam Robertson, P.Eng. Toronto Wood Solutions Fair Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation without written permission of the speaker is prohibited. R. Jonkman, P.Eng, A. Robertson, P.Eng 1
2 Program Education Credit Information The Canadian Wood Council is a Registered Provider with the American Institute of Architects. This course meets Continuing Education System requirements for one Learning Unit. Credit earned on completion of this program will be reported to CES Records for AIA members who provided their member number during the online registration. This course also qualifies as Structured Learning with OAA. Certificates of Completion for OAA members, and anyone else who indicated they wanted a certificate, will be ed after the event to those who requested them during the registration process. We will also report participation to the Engineering Institute of Canada on behalf of any engineers who requested their participation be recorded. This program is registered with the AIA/CES for continuing professional education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using, distributing, or dealing in any material or product. The same is true for the OAA and EIC. Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation. PART 1: An Overview and Demonstration of WoodWorks Design Office Software 8:30 9:30 PART 2: Analysis and Design for Wind and Seismic Loads Using Shearwalls 10:00 11:00 R. Jonkman, P.Eng, A. Robertson, P.Eng 2
3 Robert Jonkman, P.Eng. November 12, 2013 Adam Robertson, P.Eng. Toronto Wood Solutions Fair SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode Latest version: Design Office 8 SR-4 (September 13, ) Electronic copy of CSA O86 included with purchase of Design Office suite ($180 value) SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners R. Jonkman, P.Eng, A. Robertson, P.Eng 3
4 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners SIZER Concept mode Plan view showing hip roof system R. Jonkman, P.Eng, A. Robertson, P.Eng 4
5 SIZER Concept mode Elevation view SIZER Concept mode to Beam or Column mode Transfer any component s information to Beam or Column mode R. Jonkman, P.Eng, A. Robertson, P.Eng 5
6 Transferred Length and Slope to Beam mode SIZER Beam mode Transferred HIP load info to Beam mode SIZER Beam mode R. Jonkman, P.Eng, A. Robertson, P.Eng 6
7 Concept Mode Demo - Adam File: Concept_example.wwa SIZER Concept mode R. Jonkman, P.Eng, A. Robertson, P.Eng 7
8 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners SIZER Oblique angled members Sloped members Steel beams R. Jonkman, P.Eng, A. Robertson, P.Eng 8
9 SIZER Loads: Dead Live Snow Wind Storage equipment Controlled fluids Earthquake Soil Load Distribution: Line Partial Line Area Partial Area Triangular Trapezoidal Point Applied moment Repeating point Moving concentrated SIZER Analysis results intuitively summarized R. Jonkman, P.Eng, A. Robertson, P.Eng 9
10 Diagrams for each member: Reaction Shear Bending moment Deflection SIZER If the material is not here, you can add it using the database editor. R. Jonkman, P.Eng, A. Robertson, P.Eng 10
11 SIZER notches wet/dry & treatment Notches and Part 9 NBCC Notching of Framing Members (1) members are permitted to be notched provided the notch is located on the top of the member within half the joist depth from the edge of bearing and is not deeper than one third the joist depth R. Jonkman, P.Eng, A. Robertson, P.Eng 11
12 Notches (compression zone) and Part Shear resistance General An = net area of cross-section, mm 2 (Clause 4.3.8) Limitation The net section shall not be less than 75% of the gross section Notches (tension zone) and Part 4 R. Jonkman, P.Eng, A. Robertson, P.Eng 12
13 Notches (tension zone) and Part 4 SIZER Deflection criteria Lateral support R. Jonkman, P.Eng, A. Robertson, P.Eng 13
14 SIZER Bearing design at supports Load type: Dead Live Snow Wind Earthquake Soil Storage equipment Controlled fluids Distribution: Line Partial Line Area Partial Area Triangular Trapezoidal Point Repeating point Applied moment Moving concentrated R. Jonkman, P.Eng, A. Robertson, P.Eng 14
15 Holes Holes Drilled in Framing Members (1) Holes drilled in roof, floor or ceiling framing members shall be not larger than one-quarter the depth of the member and shall be located not less than 50 mm from the edges, unless the depth of the member is increased by the size of the hole. SIZER-Beam Points of Interest Shear and moment at user-defined locations R. Jonkman, P.Eng, A. Robertson, P.Eng 15
16 SIZER-Beam Steel beams 2009 CSA-S16-09 Beam Mode Demo File: b1 R. Jonkman, P.Eng, A. Robertson, P.Eng 16
17 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners R. Jonkman, P.Eng, A. Robertson, P.Eng 17
18 Lateral support: Full, unbraced, or spec d spacing Fixed, Pinned, or Free end conditions Tension ( ) and compression axial forces Eccentric axial loads Load face can be the width or depth of columns or studs R. Jonkman, P.Eng, A. Robertson, P.Eng 18
19 Tension ( ) and compression axial forces Column Mode Demo File: R. Jonkman, P.Eng, A. Robertson, P.Eng 19
20 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners R. Jonkman, P.Eng, A. Robertson, P.Eng 20
21 DATABASE EDITOR Add proprietary products Standard database includes all NDS values in the US version and all CSA O86 values in Cdn version DATABASE EDITOR Add proprietary products Custom database can be added to as needed R. Jonkman, P.Eng, A. Robertson, P.Eng 21
22 DATABASE EDITOR Proprietary databases for use in generic Sizer: Ask your SCL manufacturer R. Jonkman, P.Eng, A. Robertson, P.Eng 22
23 R. Jonkman, P.Eng, A. Robertson, P.Eng 23
24 Custom versions of Sizer: R. Jonkman, P.Eng, A. Robertson, P.Eng 24
25 Beam Mode Demo Custom version File: SIZER Proprietary Versions R. Jonkman, P.Eng, A. Robertson, P.Eng 25
26 Links to Sizer: Links to Sizer: R. Jonkman, P.Eng, A. Robertson, P.Eng 26
27 SIZER Gravity Design Concept mode Column mode Beam mode Latest version: Design Office 8 SR-4 (September 13, ) DATABASE EDITOR Add proprietary products SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners CONNECTIONS Beam to Beam Column to base Beam to column R. Jonkman, P.Eng, A. Robertson, P.Eng 27
28 CONNECTIONS Wood to wood Wood to steel Wood to concrete CONNECTIONS Fully dimensioned CAD-like drawings Some connections export as.dxf Beam to beam R. Jonkman, P.Eng, A. Robertson, P.Eng 28
29 Some connections export as.dxf Beam to beam Bolt output showing failure modes brittle in this configuration R. Jonkman, P.Eng, A. Robertson, P.Eng 29
30 Ductile failure governs after changing configuration Connections Demo Bolts File: R. Jonkman, P.Eng, A. Robertson, P.Eng 30
31 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners SHEARWALLS Lateral Design (Wind and Seismic) Wind and seismic load generation at the click of a button. Enter City, or building code climatic info. Additional loads, forces, and masses can be added manually. Forces are distributed using both rigid (stiffness) and flexible (tributary area) diaphragm assumptions. R. Jonkman, P.Eng, A. Robertson, P.Eng 31
32 SHEARWALLS Checks if hold-downs can be omitted Hold down Anchorage only Designs for wind suction and lateral shear SHEARWALLS Lateral Design (Wind and Seismic) Shear wall force Shear wall force at top per unit length Drag strut forces due to openings Shear wall force at base of segments Hold down forces R. Jonkman, P.Eng, A. Robertson, P.Eng 32
33 Failing walls are highlighted red in plan view And labelled in elevation view SHEARWALLS CAD Import Drawings as a template makes modeling quicker (.wmf,.emf) 0,0 20 ft R. Jonkman, P.Eng, A. Robertson, P.Eng 33
34 .pdf and bmp coming next version 20 ft Scales up or down to entered distance of 20 ft Shearwalls Demo 3 minute design of 2 storey house + 1 storey garage using file import. File:example.wmf R. Jonkman, P.Eng, A. Robertson, P.Eng 34
35 Demo learning points File import Add interior shearwalls Add openings Break shearlines and shift walls Lateral wind and seismic, C&C wind load automatic generation Basic design output and log files END of PART 1: Overview and Demonstration of WoodWorks PART 2: Analysis and Design for Wind and Seismic Loads Using Shearwalls 10:00 11:00 R. Jonkman, P.Eng, A. Robertson, P.Eng 35
36 Part 2: Efficiently modeling a building Wind and seismic load generation methods Manually added loads Understanding the software analysis and design results Building shape irregularity detection for seismic analysis Shearwall deflection Rigid diaphragm vs flexible diaphragm distribution Rigid diaphragm distribution: capacity vs stiffness methods Part 2: Efficiently modeling a building Wind and seismic load generation methods Manually added loads Understanding the software analysis and design results Building shape irregularity detection for seismic analysis Shearwall deflection Rigid diaphragm vs flexible diaphragm distribution Rigid diaphragm distribution: capacity vs stiffness methods R. Jonkman, P.Eng, A. Robertson, P.Eng 36
37 SIZER Gravity Design Concept mode DATABASE EDITOR Add proprietary products Column mode Beam mode SHEARWALLS Lateral Design (Wind and Seismic) CONNECTIONS Fasteners SHEARWALLS Lateral Design (Wind and Seismic) Wind and seismic load generation at the click of a button. Enter City, or building code climatic info. Additional loads, forces, and masses can be added manually. Forces are distributed using both rigid (stiffness) and flexible (tributary area) diaphragm assumptions. R. Jonkman, P.Eng, A. Robertson, P.Eng 37
38 Setting up the structure (Settings, creating blocks, creating walls, site information) SHEARWALLS Lateral Design (Wind and Seismic) Wind load design procedure selection (I-15 or I-7/8) R. Jonkman, P.Eng, A. Robertson, P.Eng 38
39 SHEARWALLS Lateral Design (Wind and Seismic) Low rise I-7 (Lateral - MWFRS) SHEARWALLS Lateral Design (Wind and Seismic) Low rise I-8 components and cladding for sheathing fastener withdrawal R. Jonkman, P.Eng, A. Robertson, P.Eng 39
40 SHEARWALLS Lateral Design (Wind and Seismic) Internal pressure combined with external C&C used for sheathing and fastener withdrawal capacity Category 1: C pi = 0.15 to 0.0 Without any large or significant openings Category 2: C pi = 0.45 to 0.3 Openings can be relied on to be closed during storms Category 3: C pi = 0.7 to 0.7 sheds with one or more open sides, industrial buildings with shipping doors SHEARWALLS Lateral Design (Wind and Seismic) All-heights I-15 (MWFRS and C&C) R. Jonkman, P.Eng, A. Robertson, P.Eng 40
41 SHEARWALLS Lateral Design (Wind and Seismic) Hills and Escarpments input SHEARWALLS Rough or Open Terrain option R. Jonkman, P.Eng, A. Robertson, P.Eng 41
42 SHEARWALLS Wind Importance category q 1/50 vel. pressure by location or manually input Internal pressure added to C&C for sheathing / nails Terrain and Hill shape 119 Seismic F = m* a V = W* S(T a ) *factors V = W x S(T a ) x M v x I E / (R d R o ) Newton s Second Law S(T a ) = Acceleration as a function of T a T a = Fundamental period of building W = Weight of building M v = Higher mode effect factor I E = Importance factor R d = Ductility related force modification factor = Overstrength related force modification factor R o R. Jonkman, P.Eng, A. Robertson, P.Eng 42
43 Seismic Equivalent Static Force Procedure, allowed if: Seismic I E F a S a (0.2)<0.35, any structure Any seismic I E F a S a (0.2), Regular shape, H<60 m, Ta<2 s Any seismic I E F a S a (0.2), Irregular shape*, H<20 m, Ta<0.5 s *except torsional sensitivity where Dynamic analysis required; software automatically detects and notifies Typical wood structures: T<0.50 seconds, H<20m (65ft) SHEARWALLS Seismic Code Period calculated based on building height 0.05 (h n ) 3/4 with user override Ductility R d & Overstrength R o auto determined Default: wood sheathed, no GWB Site class (soil) (geotech report) Spectral accelerations automatic based on geographic location (climatic data) 122 R. Jonkman, P.Eng, A. Robertson, P.Eng 43
44 SHEARWALLS 123 Seismic and Wind design data R. Jonkman, P.Eng, A. Robertson, P.Eng 44
45 Seismic hazard values S a (T): Ottawa Manual load input R. Jonkman, P.Eng, A. Robertson, P.Eng 45
46 Manual Load Input SHEARWALLS Wall Design: Enter as much as possible in order to reduce wall types R. Jonkman, P.Eng, A. Robertson, P.Eng 46
47 Demo 1a: Modelling structures Demo learning points Block creating strategy Wall input strategy R=2 vs R=3 Building location Wind (I7 vs I15) analysis Adding manual loads R. Jonkman, P.Eng, A. Robertson, P.Eng 47
48 Understanding the results Plan view wind, flexible 6331 lbs force (factored) distributed to this shearline based on flexible distribution for wind loads R. Jonkman, P.Eng, A. Robertson, P.Eng 48
49 Elevation view 6331 lbs force (factored) distributed to this shearline based on flexible distribution for wind loads Components and cladding (C&C) wind pressures FHS shear force Dragstrut force Shear per unit length of diaphragm plf = shear per unit length of FHS (base shear) 3944 lbs = max hold down force factored Drag struts: design Worst case in this wall 5302 lbs, and usually is resisted by the double top plates. Must be able to resist both compression and tension Use Sizer to calculate the compression and tension capacity of single top plate. Top plate often strong enough 2x4: Pr = lbs (based on 24 lateral support) Tr = 6000 lbs Use Connections to calculate the amount of fasteners required at the tension splice (min overlap 48 ) R. Jonkman, P.Eng, A. Robertson, P.Eng 49
50 Design Group 2 Shearwall construction R. Jonkman, P.Eng, A. Robertson, P.Eng 50
51 Shearwall construction: SHEARWALLS Log file R. Jonkman, P.Eng, A. Robertson, P.Eng 51
52 Log file Log file R. Jonkman, P.Eng, A. Robertson, P.Eng 52
53 Results in Word: SHEATHING MATERIALS by WALL GROUP [mm] Wall Sheathing: Grade/ Fasteners Spacing Grp Surf Material Ply Thk Or Bv Dia Len Pe n Edg Int Bk Jub # 1 Ext DF Plywood Horz Y Int GWB Horz / Y Both GWB Horz / Y Both GWB Horz / Y Demo 1b: Output results Basic only R. Jonkman, P.Eng, A. Robertson, P.Eng 53
54 Demo learning points Basic output files Drag struts Checking for failed walls Irregularities R. Jonkman, P.Eng, A. Robertson, P.Eng 54
55 Irregularities Vertical (elevation) Horizontal (plan) server.carleton.ca/~gma/download/oceerc.pdf Example: Shear wall locations move, requiring large shear forces to be transferred across the diaphragm R. Jonkman, P.Eng, A. Robertson, P.Eng 55
56 Example: (a) offset: Shear wall location moves (b) lateral stiffness: shear wall has bigger/more openings in a floor below another Irregularities R. Jonkman, P.Eng, A. Robertson, P.Eng 56
57 Hold-downs are optional. Using Anchorages Hold-downs and Anchorages R. Jonkman, P.Eng, A. Robertson, P.Eng 57
58 Choose if hold downs should be at ends of all segments or as required. Hold down Anchorage only SHEARWALLS Choosing hold-down configuration Spec hold-downs R. Jonkman, P.Eng, A. Robertson, P.Eng 58
59 Shearwall Segments Without Hold downs Overturning tension force is resisted by the sheathing Nails resist overturning Sheathing Tension Zone Only remaining sheathing and nails can be used for shear resistance, reduced by J hd J hd Pij H S HS 1 2 Vhd LS LS Learn how to calculate J hd and compare with software R. Jonkman, P.Eng, A. Robertson, P.Eng 59
60 Learn how to calculate J hd and compare with software Page 456 of Wood Design Manual 2010) R. Jonkman, P.Eng, A. Robertson, P.Eng 60
61 Demo 2: Removing hold downs (J hd ) Irregularities R. Jonkman, P.Eng, A. Robertson, P.Eng 61
62 Deflection 2vH 3EAL vh B H e H L d R. Jonkman, P.Eng, A. Robertson, P.Eng 62
63 Deflection output 2vH 3EAL vh B H e H L d R. Jonkman, P.Eng, A. Robertson, P.Eng 63
64 Demo 3: Deflection Deflection tables Displacement tables Drift tables Hold down design tables Hold down database d a Distributing loads to shearlines R. Jonkman, P.Eng, A. Robertson, P.Eng 64
65 Recommendation from SEAOC: Perform analysis using both assumptions, take worst case the engineer should probably design for the larger of the two loads for the individual walls Source: SEAOC Vol IBC page 90 R. Jonkman, P.Eng, A. Robertson, P.Eng 65
66 Rigid and Flexible distribution Rigid distribution options: R. Jonkman, P.Eng, A. Robertson, P.Eng 66
67 Capacity distribution Loads to each segment proportional to capacity, Deflections not necessarily equal Stiffness (Deflection) distribution Equal deflections R. Jonkman, P.Eng, A. Robertson, P.Eng 67
68 Torsional moment: Calculate eccentricity (e): Difference between center of loading (mass) center of resistance (rigidity). The bigger e is the more torsional moment. 1.22m 9.14m 9.14m Centre of loading e Centre of resistance 12.19m Demo 4 : Distribution Flexible vs Rigid diaphragm assumption Rigid diaphragm: Capacity vs stiffness Torsion R. Jonkman, P.Eng, A. Robertson, P.Eng 68
69 Midrise Discussion midrise Avoid irregularities (not allowed in upcoming NBC) Stack shear resisting walls Period, manually increase V in software by increasing W if not using code period, software prevents period from being increased more than 2x GWB percentages (software does not allow GWB contribution for buildings >4 storeys) R. Jonkman, P.Eng, A. Robertson, P.Eng 69
70 Disclaimer: WoodWorks Shearwalls uses the four term deflection equation published in the CSA o86 standard to calculate the drift at each level. This drift calculation does not include the cumulative effect from bending and overturning that a lower storey may have on storeys above. Period increased to double code period and V increased by 1.2 (as per BCBC, via increasing W) R. Jonkman, P.Eng, A. Robertson, P.Eng 70
71 Purchase online: woodworks-software.com Design Office: $895 Sizer: $295 Discounts for multi-seat purchases Discounts for upgrades Free for educators and building officials For further training: 1. Read User Guide (pdf), do tutorials 2. Do other tutorials on website 3. See help menu for engineering questions and assumptions R. Jonkman, P.Eng, A. Robertson, P.Eng 71
72 Questions/ Comments? This concludes the: American Institute of Architects Ontario Association of Architects Engineering Institute of Canada Continuing Education Systems Program Robert Jonkman, P.Eng. Adam Robertson, P.Eng. R. Jonkman, P.Eng, A. Robertson, P.Eng 72
Wood Solutions Fair, 2014, Toronto
Overview of Changes to CSA O86-2014 & Structural Design Provisions for Mid-Rise in OBC Wood Solutions Fair, 2014, Toronto Jasmine Wang, Ph.D., P.Eng. Canadian Wood Council Copyright Materials This presentation
More informationCWC Publications, Software and Tools
CWC Publications, Software Kevin Rocchi, MASc., E.I.T. October 27 th 2015 Vancouver, BC Canadian Wood Council G063 CWC Publications, Software Kevin Rocchi, MASc., E.I.T. Technical Service Specialist Canadian
More informationCOPYRIGHT MATERIALS. Wind Solutions - Perforated Wood Structural Panel Shear Walls (DES 416)
Wind Solutions - Perforated Wood Structural Panel Shear Walls (DES 416) Lori Koch, M.S., M.F., P.E. Manager, Educational Outreach American Wood Council Adam Robertson, M.A.Sc., P.Eng. Manager, Codes and
More informationLearning Objectives. Copyright Materials. This presentation is protected by US and International Copyright laws. Reproduction,
The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES
More informationLateral load basics Code acceptance of Standard. Standard Overview 2008 Wind & Seismic Standard. Wind. Wind Load Path. IBC Section 1604.
Outline 2005/2008 Special Design Provisions for Wind & Seismic Standard Lateral load basics Code acceptance of Standard 2005/2008 Wind & Seismic Standard Overview 2008 Wind & Seismic Standard John Buddy
More informationStructural Design for Wind Loads: An Overview of Engineering Considerations for Wood
Structural Design for Wind Loads: An Overview of Engineering Considerations for Wood Lori Koch, PE Manager, Educational Outreach American Wood Council Buildings Copyright Materials This presentation is
More informationDesign example: Wood diaphragm on reinforced CMU shearwalls FPINNOVATIONS
Design example: Wood diaphragm on reinforced CMU shearwalls FPINNOVATIONS Acknowledgements The publication was developed by FPInnovations and Canadian Wood Council based on design and construction practice
More informationLateral Design of Mid- Rise Wood Structures
Lateral Design of Mid- Rise Wood Structures Presented by Ricky McLain, MS, PE, SE Technical Director WoodWorks Texas Workshops December, 2016 Insert picture of me graduating college Follow the load Following
More informationSignificant Changes to AWC s Special Design Provisions for Wind and Seismic
Significant Changes to AWC s Special Design Provisions for Wind and Seismic Michelle Kam-Biron, PE, SE, SECB Director of Education American Wood Council Copyright Materials This presentation is protected
More informationPrinciples of STRUCTURAL DESIGN. Wood, Steel, and Concrete SECOND EDITION RAM S. GUPTA. CRC Press. Taylor& Francis Group
SECOND EDITION Principles of STRUCTURAL DESIGN Wood, Steel, and Concrete RAM S. GUPTA CRC Press Taylor& Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an
More informationCross-Laminated Timber (CLT) in California: Guidelines, Testing and Recommendations
Cross-Laminated Timber (CLT) in California: Guidelines, Testing and Recommendations Presented by Scott Breneman, PhD, PE, SE Senior Technical Director Scott.Breneman@woodworks.org 1 The Wood Products Council
More informationWood Works! is a project of the Canadian Wood Council. Tall Walls Workbook SINGLE STOREY COMMERCIAL WOOD STRUCTURES
Wood Works! is a project of the Canadian Wood Council Tall Walls Workbook SINGLE STOREY COMMERCIAL WOOD STRUCTURES Tall Walls Workbook A guide to designing wood stud walls up to 10.7 m (35 ft) high for
More informationShear Wall Design Examples per 2015 WFCM and 2015 SDPWS
Shear Wall Design Examples per 2015 WFCM and 2015 SDPWS Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation
More informationThe Wood Products Council and AIA/CES. Concept, Performance and. Learning Objectives. FPInnovations - Background
The Wood Products Council and AIA/CES www.fpinnovations.ca Midply Shearwall System: Concept, Performance and Code Implementation C. Ni, M. Popovski FPInnovations, Building Systems The Wood Products Council
More informationSpecial Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council
Special Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council Copyright Materials This presentation is protected by US and International
More informationWoodWorks Design Office User Guide U.S. Shearwalls Tutorial Instructions
WoodWorks Design Office Sizer Shearwalls Connections Database Editor 2017 User Guide U.S. Shearwalls Tutorial Instructions For Design Office 11 Canadian Wood Council American Wood Council Developed by
More informationDISTRICT 03: EASTERN CANADA'S FIRST 6- STOREY CLT BUILDING DAVID MIZRAHI, ENG. (ENSTIB, M.S.) DESIGN ENGINEER, NORDIC. Copyright Materials
: EASTERN CANADA'S FIRST 6- STOREY CLT BUILDING DAVID MIZRAHI, ENG. (ENSTIB, M.S.) DESIGN ENGINEER, NORDIC Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction,
More informationVOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.)
DIVISION 94 VOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.) SEC. 91.9401. PURPOSE. (Amended by Ord. No. 172,592, Eff. 6/28/99,
More informationSTRUCTURAL DESIGN OF POST-FRAME BUILDINGS: A CONCEPTUAL PRESENTATION
STRUCTURAL DESIGN OF POST-FRAME BUILDINGS: A CONCEPTUAL PRESENTATION The Wood Products Council is a Registered Provider with The$ American$Ins.tute$of$Architects$Con.nuing$Educa.on$Systems$(AIA/CES). Credit(s)
More informationClick to edit Master title style
Click to edit Master title style Click to edit Master text styles Advancements Second level in Force Transfer Around Openings Third level for Wood Framed Shear Walls Alese Ashuckian, P.E., LEED AP Disclaimer:
More informationMid-Rise Engineering Considerations for Engineered Wood Products
Mid-Rise Engineering Considerations for Engineered Wood Products Presented by Frank Powell, P.E. Presented by [ Presenter s Name ] Please add relevant logo here Disclaimer: This presentation was developed
More informationStructural Training - Part 1:
Structural Training - Part 1: Structural Training Residential Wood-Framed Construction Presented by: City of Santa Clarita Building & Safety Division February, 2014 The information provided in this presentation
More informationAISC Live Webinars. Thank you for joining our live webinar today. We will begin shortly. Please standby.
AISC Live Webinars Thank you for joining our live webinar today. We will begin shortly. Please standby. Thank you. Need Help? Call ReadyTalk Support: 800.843.9166 Today s audio will be broadcast through
More informationAcknowledgments. Abstract
January 2018 Acknowledgments The authors would like to thank Andrew Payne, Yang Du, Mary Alexander, Nicholle Miller, and Conroy Murray, for their review and recommendations to the document. Abstract Masonry
More information6-Story Wood Frame Committee
6-Story Wood Frame Committee Fourth (A) Draft Report March 14 th 2009 1. INTRODUCTION 1.1 PURPOSE This technical bulletin provides basic guidance on structural, fire protection and building envelope engineering
More informationMurphy LVL Limit States Design Guide 2.0 E-LVL 2.2 E-LVL
Murphy LVL Limit States Design Guide 2.0 E-LVL 2.2 E-LVL Our Company At Murphy Company we take pride in providing our customers with premium quality products and services. Our LVL is manufactured to provide
More informationTall Wall Applications Challenges. Products Design Considerations Framing Details Fire Assemblies Innovative Solutions. Residential Construction
Wood Framed Tall Walls July 2010 AIA Course WoodWorks is a Registered Provider with the American Institute of Architects t Continuing i Education Systems. Credit earned on completion of this program will
More informationModular Wood Framing Goes Vertical
Modular Wood Framing Goes Vertical By: Troy Bean, P.E., S.E. DCI Engineers January 2013 The Wood Products Council is a Registered Provider with. Credit(s) earned on completion of this program will be reported
More informationWood Shear Wall Design Examples For Wind
Wood Design Examples For Wind EARN 0.1 ICC Continuing Education Unit (CEU) and/or AIA/CES HSW 1 Learning Unit (LU) DES413-A Wood Design Examples for Wind Description: In this article, a wood frame shear
More information4.6 Procedures for Connections
4.6 Procedures for Connections This section provides Tier 2 evaluation procedures that apply to structural connections: anchorage for normal forces, shear transfer, vertical components, interconnection
More informationMinimum required percentage of length of braced wall band on each storey 4
C-10 Supplementary Guidelines on Applicability and Scope Table C1 b (continued) Braced Wall Panels for High Wind or High Seismic Loads Building with normal weight construction: 0.8 kpa q 1/50 wind load
More informationMandatory Wood Frame Soft-story Retrofit Program STRUCTURAL DESIGN GUIDELINES
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LAMC Division 93 Effective: 11/22/15 DOCUMENT NO.: P/BC 2014-137 Revised: 06/07/16 Previously Issued As: N/A Mandatory Wood Frame Soft-story
More informationCONTINUING EDUCATION CREDITS
CONTINUING EDUCATION CREDITS All participants will automatically receive a certificate of completion via email. Please allow 2-3 weeks for your certificate to be processed. AIA/CES CEHs will be submitted
More informationOn Cold-Formed Steel Construction. Light Gauge Steel Engineers Association Washington, D.C Toll Free (866)
TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. 20005 Toll Free (866) 465-4732 www.lgsea.com DESIGN OF BY-PASS SLIP CONNECTORS IN COLD-FORMED
More informationOverview of the New Mid-Rise Handbook Alberta Wood Solutions Fair
Overview of the New Mid-Rise Handbook Alberta Wood Solutions Fair Conroy Lum, P.Eng. Research Leader Structural Performance Group Advanced Building Systems February 12, 2015 Calgary Copyright Materials
More information2012 Wood Frame Construction Manual: Wind Speed and Design Pressure Determination According to ASCE 7 10
2012 Wood Frame Construction Manual: Wind Speed and Design Pressure Determination According to ASCE 7 10 Presented by: William L. Coulbourne, PE Copyright Materials This presentation is protected by US
More informationProduct Information Bulletin
Product Information Bulletin CCMC Evaluation Report 13101-R Advantage Insulating Concrete Forming (ICF) System BULLETIN NO. ISSUED: REPLACES: 201 November 25, 2010 January 2, 2009 Canadian Construction
More informationADVANCED FRAMING LUMBER
ADVANCED FRAMING LUMBER When it's built right, it's oncenter! QUALITY SERVICE VALUE Product Guide At A Glance Introduction 2 Design Properties 2 Wall Stud Design Example 3 Studs - Vertical Load 4 Wall
More informationAcknowledgments. Abstract
January 2018 Acknowledgments The authors would like to thank Andrew Payne, Yang Du, Mary Alexander, Nicholle Miller, and Conroy Murray, for their review and recommendations to the document. Abstract Masonry
More informationA REPORT ON THE EFFECTS OF WIND SPEED ON TIMBER CONSTRUCTION JOSHUA HUENEFELD. B.S., Kansas State University, 2012 A REPORT
A REPORT ON THE EFFECTS OF WIND SPEED ON TIMBER CONSTRUCTION by JOSHUA HUENEFELD B.S., Kansas State University, 2012 A REPORT submitted in partial fulfillment of the requirements for the degree MASTER
More informationCheck the strength of each type of member in the one story steel frame building below.
CE 331, Summer 2015 nalysis of Steel Braced Frame Bldg 1 / 9 Check the strength of each type of member in the one story steel frame building below. 4 @ 8 ft B 20 f 1 2 3 @ 25 ft Side Elevation 3 4 Plan
More information2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths
2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths Presented by: William L. Coulbourne, PE Copyright Materials This presentation is protected by US and International Copyright
More informationWELCOME! Copyright Materials. Credit Information. Welcome! We will begin in a few minutes. by the sign in table for today s drawing.
WELCOME! Welcome! We will begin in a few minutes. Please drop a business card or name card in the bowl d d i b l by the sign in table for today s drawing. Copyright Materials This presentation is protected
More informationComposite Steel/Concrete
Composite Steel/Concrete Composite Steel and Concrete Clinton O. Rex, P.E., PhD Originally developed by James Robert Harris, P.E., PhD, and Frederick R. Rutz, P.E., PhD Disclaimer Instructional Material
More informationDiaphragms 2. Design Process. Design Process. Diaphragms are the roofs and floors of the upper stories
Diaphragms 2 Design Process Diaphragms are the roofs and floors of the upper stories They are assumed to act as a beam (usually a deep beam with substantial shear deformation) Design Process Sheathing
More informationstructural design of mass timber framing systems
structural design of mass timber framing systems nwwood design symposium -seattle davin lewis, p.e., p.eng. fast +epp july19, 2018 Disclaimer: This presentation was developed by a third party and is not
More information4.2 Tier 2 Analysis General Analysis Procedures for LSP & LDP
4.2 Tier 2 Analysis 4.2.1 General Four analysis procedures are provided in this section: Linear Static Procedure (LSP), Linear Dynamic Procedure (LDP), Special Procedure, and Procedure for Nonstructural
More informationINGHOUSE Page 1 of 48
INGHOUSE Page 1 of 48 Lars Jensen P.E., S.E. Web: www.inghouse.net EMAIL: jensen@inghouse.net INGHOUSE Page 2 of 48 OBJECTIVES: DESIGN OPTIONS; WHY ENGINEERED DESIGN DEVELOP AN UNDERSTANDING OF MAGNITUDE
More informationLVL Product Guide 2.0E LVL 1.5E LVL
LVL Product Guide 2.0E LVL 1.5E LVL Our Company Anthony Forest Products Company, a family-owned business founded in 1916, is headquartered in El Dorado, Arkansas. The company operates a southern pine lumber
More informationPREDICTING LATERAL DEFLECTION AND FUNDAMENTAL NATURAL PERIOD OF MULTI-STOREY WOOD FRAME BUILDINGS
PREDICTING LATERAL DEFLECTION AND FUNDAMENTAL NATURAL PERIOD OF MULTI-STOREY WOOD FRAME BUILDINGS Thomas Leung 1, Andi Asiz 2, Ying Hei Chui 2*, Lin Hu, Mohammad Mohammad ABSTRACT: The Canadian timber
More informationLATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS
1 LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS Thomas Castle, S.E. 2 This presentation is published by the Cold-Formed Steel Engineers Institute ( CFSEI ). The information herein shall not constitute
More informationConsiderations for Outof-Plane. Design
Considerations for Outof-Plane Wall and Uplift Design WoodWorks Texas Workshops December, 2016 Overview Uplift Wall Design Wind Loads Wind loads acting on buildings are modeled as uniform surface loads.
More informationWhat is Conventional Construction?
What is Conventional Construction? Copyright This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation without written permission
More informationCVEN 483. Structural System Overview
CVEN 483 Structural System Overview Dr. J. Bracci Fall 2001 Semester Presentation Overview 1. Building system primary function 2. Types of load 3. Building materials 4. Structural members 5. Structural
More informationPresentation Overview
Presentation Overview Structural System Overview Dr. J. Bracci Spring 2008 Semester 1. Building system primary functions 2. Types of load 3. RC structural systems 4. RC structural members 2 1. Basic Building
More informationNational Design Specification for Wood Construction. Copyright Materials. Learning Objectives
National Design Specification for Wood Construction The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned
More informationWOODWORKS WEBINAR - JUNE 14, 2012
W HAT W HEN W HY WOODWORKS WEBINAR - JUNE 14, 2012 Catherine Marx Kaake, P.E, CFM Senior Director, Engineered & Framing Markets Special Thanks to: WoodWorks SPIB AWC SBCA NAHB Anthony Forest Products Weyerhaeuser
More informationFire Resistive Design of Exposed Timber Structures
Fire Resistive Design of Exposed Timber Structures Heavy Timber & One Hour Fire Rating Paul C. Gilham, P.E., S.E. Western Wood Structures, Inc. The Wood Products Council is a Registered Provider with The$
More informationMOUNTAIN STATE BLUE CROSS BLUE SHIELD HEADQUARTERS
MOUNTAIN STATE BLUE CROSS BLUE SHIELD HEADQUARTERS PARKERSBURG, WEST VIRGINIA DOMINIC MANNO STRUCTURAL OPTION FACULTY CONSULTANT: DR. ANDRES LEPAGE Technical Report 3 11-21-08 TABLE OF CONTENTS TABLE OF
More informationPRODUCT: Structural Insulated Panels (SIPs) DIVISION: Wood and Plastics (06) SECTION: Structural Panels ( )
PRODUCT: Structural Insulated Panels (SIPs) DIVISION: Wood and Plastics (06) SECTION: Structural Panels (06 12 16) Report Holder Thermocore Panel Systems, Inc. 1801 Hancel Parkway Mooresville, Indiana
More informationCalculation of Wind Loads on Structures according to ASCE 7-10
Calculation of Wind Loads on Structures according to ASCE 7-10 Permitted Procedures The design wind loads for buildings and other structures, including the Main Wind-Force Resisting System (MWFRS) and
More informationSeismic Design of Building Structures
Seismic Design of Building Structures A Professional's Introduction to Earthquake Forces and Design Details Ninth Edition Michael R. Lindeburg, PE with Kurt M. McMullin, PE '.The Power to Pass www.ppi2pass.com
More informationBy Denis Mitchell and Patrick Paultre Seismic Design
11 By Denis Mitchell and Patrick Paultre Seismic Design 11.1 Introduction... 11 3 11.2 Seismic Design Considerations... 11 5 11.3 Loading Cases... 11 5 11.4 Design of a Six-Storey Ductile Moment-Resisting
More informationWood Design for Architects: Engineering for the Non-engineer. AIA Statement
Wood Design for Architects: Engineering for the Non-engineer AIA Statement The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES).
More informationresearch report Cold-Formed Steel Gable End Wall Design Using the Prescriptive Method for One and Two Family Dwellings RESEARCH REPORT RP05-2
research report Cold-Formed Steel Gable End Wall Design Using the Prescriptive Method for One and Two Family Dwellings RESEARCH REPORT RP05-005 REVISION 006 American Iron and Steel Institute Cold-Formed
More informationCE 549 Building Design Project Spring Semester 2010
CE 549 Building Design Project Spring Semester 2010 Instructor: Farzad Naeim, Ph.D., S.E., Esq. E-Mail: naeim@usc.edu Syllabus Overview: We will design a mid-rise office building using a team-approach
More informationCALCULATING WIND LOADS ON LOW-RISE STRUCTURES PER 2015 WFCM ENGINEERING PROVISIONS (STD342-1)
CALCULATING WIND LOADS ON LOW-RISE STRUCTURES PER 015 WFCM ENGINEERING PROVISIONS (STD34-1) John Buddy Showalter, P.E. Vice President, Technology Transfer American Wood Council Description The Wood Frame
More information5-story Residential Building
10/14/2015 First Project Experience Requirement Committee Interview 5-story Residential Building Vahid Babaei VAHID.BABAEI@YAHOO.COM Project title: 5-story residential building located in Rasht, Iran Consultant
More informationdesigning the tallest mass timber building in the world
designing the tallest mass timber building in the world Fast + Epp structural engineers Tanya Luthi, P.E. Northeast Mass Timber Symposium November 16, 2017 Disclaimer: This presentation was developed by
More information(b) Calculate the required nominal axial compression strength, Pn of the column.
9 Problem 2-3 (a) Determine the factored axial load or the required axial strength, Pu of a column in an office building with a regular roof configuration. The service axial loads on the column are as
More information2015 Special Design Provisions for Wind and Seismic Philip Line, P.E., John Buddy Showalter, P.E., Michelle Kam-Biron, P.E., S.E., Jason Smart, P.E.
2015 Special Design Provisions for Wind and Seismic Philip Line, P.E., John Buddy Showalter, P.E., Michelle Kam-Biron, P.E., S.E., Jason Smart, P.E. The 2015 Edition of Special Design Provisions for Wind
More informationOUR COMPANY OUR WARRANTY OUR GUARANTEE
DESIGN MANUAL-USA FRAMED BY QUALITY BUILT WITH SUCCESS OUR COMPANY At International Beams Inc. we take pride in providing our customers with premium quality products and services. Our full range of engineered
More information6.0 TUTORIAL. Cascade Consulting Associates, Inc. PO Box 1617 Corvallis, Oregon 97339
for WINDOWS TM 6.0 TUTORIAL Cascade Consulting Associates, Inc. PO Box 1617 Corvallis, Oregon 97339 Phone: (541) 753-0117 Fax: (541) 753-9422 www.strucalc.com E-mail: strucalc@strucalc.com 1 1. TUTORIAL
More informationVERSA-LAM 2.0E SPECIFIER GUIDE EASTERN CANADA. Work. Build. Create. 3rd Edition Canada
Versa Lam Eastern CAN EN 13/06/07 15:21 Page 1 In keeping with its ongoing product development policy, BOISE Engineered Wood Products Ltd periodically revises its literature. Contact your distributor to
More informationSEISMIC DESIGN GUIDELINES
INTRODUCTION The purpose of these Seismic Design Guidelines is to provide additional information and clarification to Civil or Structural engineers in order to comply with Ordinance No. 18-O- 2767 for
More informationVERTICAL AND HORIZONTAL LATERAL LOAD SYSTEMS
TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. Toll-Free: 1 (866) 465-4732 www.lgsea.com DESIGN VALUES FOR VERTICAL AND HORIZONTAL LATERAL
More informationALTERNATE DESIGN METHODOLOGY FOR UNREINFORCED MASONRY BUILDINGS
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC 8808 Effective: 01-01-2011 DOCUMENT NO. P/BC 2011-053 Revised: Previously Issued As: P/BC 2008-053 I. GENERAL ALTERNATE DESIGN METHODOLOGY
More informationCopyright Materials. John Buddy Showalter, PE VP, Technology Transfer American Wood Council
Program Registration Fire Design for Code Acceptance John Buddy Showalter, PE VP, Technology Transfer American Wood Council The Wood Products Council is a Registered Provider with The American Institute
More informationQuestion 8 of 55. y 24' 45 kips. 30 kips. 39 kips. 15 kips x 14' 26 kips 14' 13 kips 14' 20' Practice Exam II 77
Question 8 of 55 A concrete moment frame building assigned to SDC = D is shown in the Figure. Equivalent lateral force analysis procedure is used to obtain the seismic lateral loads, E h, as shown. Assume
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS FALL 2013 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic mechanisms
More informationS. Gandhi *1, Syed Rizwan 2
2017 IJSRSET Volume 3 Issue 3 Print ISSN: 2395-1990 Online ISSN : 2394-4099 Themed Section: Engineering and Technology Analysis and Design of Tall Building (G+21) Using ETABS S. Gandhi *1, Syed Rizwan
More informationstructural design of mass timber framing systems
structural design of mass timber framing systems northeast wood design symposium tanya luthi, p.e. fast +epp september26, 2018 Disclaimer: This presentation was developed by a third party and is not funded
More informationstructural design of mass timber framing systems
structural design of mass timber framing systems midwest wood solutions fair tanya luthi, p.e. fast +epp Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the
More informationSignificant 2012 IBC, NDS and 2008 SDPWS Changes
www.awc.org Engineered and Traditional Wood Framing Members Significant 2012 IBC, NDS and 2008 SDPWS Changes www.awc.org Presented by: Michelle Kam-Biron, PE, SE, SECB American Wood Council - Director
More informationLPI 56 Technical Guide
LPI 56 Technical Guide Floor & Roof Applications Product Specifications & Design Values 2 Floor Tables 3 Uniform Floor Load (PLF) Tables: Simple s 4 Uniform Floor Load (PLF) Tables: Continuous s 5 Uniform
More information3.5 Tier 1 Analysis Overview Seismic Shear Forces
Chapter 3.0 - Screening Phase (Tier ) 3.5 Tier Analysis 3.5. Overview Analyses performed as part of Tier of the Evaluation Process are limited to Quick Checks. Quick Checks shall be used to calculate the
More informationOpen-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance
Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.
More informationSECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS SPRING 2017 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic
More informationPatio Cover Manufacturers and other Interested Parties
To: From: Patio Cover Manufacturers and other Interested Parties ICC-ES Date: February 6, 2009 Subject: Technical Review of Patio Cover Engineering Analysis in Accordance for Patio Covers (AC340) MEMO
More informationCouncil on Tall Buildings
Structure Design of Sino Steel (Tianjin) International Plaza Xueyi Fu, Group Chief Engineer, China Construction Design International 1 1 Brief of Project 2 Location: Tianjin Xiangluowan Business District
More informationContinuing Education Course and Credits
Canadian Wood Council G063 The Mid-Rise Wood-Frame Construction Handbook: Overview and Structural Design Aspects Marjan Popovski, Ph.D., P. Eng. Principal Scientist, FPInnovations Adjunct Professor, University
More informationOpen-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance
Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.
More informationOpen-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance
Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.
More informationone structural behavior, systems, and design ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2015 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2015 lecture one structural behavior, systems, and design Introduction 1 www.greatbuildings.com Syllabus & Student Understandings
More information[TECHNICAL REPORT 3] Lateral System Analysis
Science Center Research Park 3711 Market St. The Pennsylvania State University Department of Architectural Engineering Senior Thesis 2009-2010 Prepared by: November 30, 2009 [TECHNICAL REPORT 3] Lateral
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS FALL 2014 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic mechanisms
More informationLateral Design Considerations for Mid-Rise Wood Structures
Lateral Design Considerations for Mid-Rise Wood Structures 120 Union, San Diego, CA Togawa Smith Martin By: R. Terry Malone, PE, SE Senior Technical Director Architectural & Engineering Solutions www.woodworks.org
More informationAlexis Pacella Structural Option Dr. Schneider Lexington II, Washington D.C. Technical Report #3 November 21,
1 Executive Summary: Lateral System Analysis and Confirmation Design is an depth look at the lateral system of Lexington II and the loads of which it must carry. The structural system of Lexington II is
More information2008 Special Design Provisions for Wind and Seismic
2008 Special Design Provisions for Wind and Seismic Philip Line, P.E., Bradford K. Douglas, P.E., and Peter Mazikins, P.Eng. Introduction The 2008 edition of the Special Design Provisions for Wind and
More information