# 9. Shear Lug Design. 8.2 Calculating Resisting Friction Force The resisting friction force, V f, may be computed as follows: V f.

Save this PDF as:

Size: px
Start display at page:

Download "9. Shear Lug Design. 8.2 Calculating Resisting Friction Force The resisting friction force, V f, may be computed as follows: V f."

## Transcription

2 PIP STE05121 TECHNICAL CORRECTION Anchor Bolt Design Guide October 2006 The shear lug should be designed for the applied shear portion not resisted by friction between the base plate and concrete foundation. Grout must completely surround the lug plate or pipe section and must entirely fill the slot created in the concrete. When using a pipe section, a hole approximately 2 inches in diameter should be drilled through the base plate into the pipe section to allow grout placement and inspection to assure that grout is filling the entire pipe section. 9.1 Calculating Shear Load Applied to Shear Lug The applied shear load, V app, used to design the shear lug should be computed as follows: V app = V ua - V f 9.2 Design Procedure for Shear Lug Plate Design of a shear lug plate follows (for an example calculation, see Appendix Example 3, this Practice): a. Calculate the required bearing area for the shear lug: A req = V app / (0.85 * φ * fc ) φ = 0.65 b. Determine the shear lug dimensions, assuming that bearing occurs only on the portion of the lug below the grout level. Assume a value of W, the lug width, on the basis of the known base plate size to find H, the total height of the lug, including the grout thickness, G: H = (A req /W) + G c. Calculate the factored cantilever end moment acting on a unit length of the shear lug: M u = (V app /W) * (G + (H-G)/2) d. With the value for the moment, the lug thickness can be found. The shear lug should not be thicker than the base plate: t = [(4 * M u )/(0.9*f ya )] 0.5 e. Design weld between plate section and base plate. f. Calculate the breakout strength of the shear lug in shear. The method shown as follows is from ACI , Appendix B, section B.11: V cb = A Vc *4*φ*[f c ] 0.5 where A Vc = the projected area of the failure half-truncated pyramid defined by projecting a 45-degree plane from the bearing edges of the shear lug to the free edge. The bearing area of the shear lug shall be excluded from the projected area. φ = concrete strength reduction factor = 0.85 Page 20 of 24 Process Industry Practices

3 TECHNICAL CORRECTION October 2006 PIP STE05121 Anchor Bolt Design Guide Example 3 - Shear Lug Plate Section Design PLAN V = 40 K u (ULTIMATE) SECTION Process Industry Practices Page A-25

4 TECHNICAL CORRECTION October 2006 PIP STE05121 Anchor Bolt Design Guide EXAMPLE 3 - Shear Lug Plate Section Design Design a shear lug plate for a 14-in. square base plate, subject to a factored axial dead load of 22.5 kips, factored live load of 65 kips, and a factored shear load of 40 kips. The base plate and shear lug have f ya = 36 ksi and f c ' = 3 ksi. The contact plane between the grout and base plate is assumed to be 1 in. above the concrete. A 2-ft 0-in. square pedestal is assumed. Ductility is not required. V app = V ua V f = 40 (0.55)(22.5) = 27.6 kips Bearing area = A req = V app / (0.85 φ f c ') = 27.6 kips / (0.85*0.65*3 ksi) = in. 2 On the basis of base plate size, assume the plate width, W, will be 12 in. Height of plate = H = A req / W + G = in. 2 /12 in. + 1 in. = 2.39 in. Use 3 in. Ultimate moment = M u = (V app / W) * (G + (H G)/2) = (27.6 kips / 12 in.) * (1 in. + (3 in.-1 in.)/2) = 4.61 k-in. / in. Thickness = t = [(4 * M u )/(φ* f ya )] ½ = ((4*4.61 kip-in.)/(0.9*36 ksi)) ½ = in. Use 0.75 in. This 12-in. x 3-in. x 0.75-in. plate will be sufficient to carry the applied shear load and resulting moment. Design of the weld between the plate section and the base plate is left to the engineer. Check concrete breakout strength of the shear lug in shear. Distance from shear lug to edge of concrete = ( ) / 2 = in. A V = 24 * ( ) (12 * 2) = 303 in. 2 V cb = A Vc *4*φ*[f c '] 0.5 = 303 * 4 * 0.85 * [3000] 0.5 = lb = 56.4 kips > 27.3 kips OK Process Industry Practices Page A-26

5 ASDIP Steel is available for purchase online at

6 ASDIP Steel is available for purchase online at

### Steel Design Guide Series. Column Base Plates

Steel Design Guide Series Column Base Plates Steel Design Guide Series Column Base Plates Design of Column Base Plates John T. DeWolf Professor of Civil Engineering University of Connecticut Storrs, Connecticut

### TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE

SECTION 2.2 PAGE 1 / 9 l DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind and seismic tension and shear loads

### Hardy Frame. at top plates. 1/4 x 3" screws. on nuts and washers (Requires 5,000 psi non-shrink grout) Brace Frame HARDY FRAME BRACE FRAME 4X FILLER

FRAME On Foundations Hardy Frame Panel Hardy Frame Panel Hardy Frame Panel Hardy Frame Panel with 2x filler at top plates with 4x filler at Portal FRAME 1/4 x 4 PANEL 1/2" screws WITH 2X FILLER FRAME 1/4

### Guide to the Concrete Capacity Design (CCD) Method Embedment Design Examples

ACI 349.2R-07 Guide to the Concrete Capacity Design (CCD) Method Embedment Design Examples Reported by ACI Committee 349 Ronald J. Janowiak Chair Omesh B. Abhat Werner Fuchs Christopher Heinz * Richard

### Design of Bolts in Shear-Bearing Connections per AISC LRFD 3rd Edition (2001)

PDHonline Course S134 (3 PDH) Design of Bolts in Shear-Bearing Connections per AISC LRFD 3rd Edition (2001) Instructor: Jose-Miguel Albaine, M.S., P.E. 2012 PDH Online PDH Center 5272 Meadow Estates Drive

### Design of an Industrial Truss

Design of an Industrial Truss Roofing U 2 U 3 Ridge U 4 Sagrod 24 U 1 U 5 L 0 L 1 L 2 L 3 L 4 L 5 L 6 6@20 = 120 Elevation of the Truss Top Cord Bracing Sagrod Purlin at top, Bottom Cord Bracing at bottom

### Two Way Slab. Problem Statement:

Two Way Slab Problem Statement: Use the ACI 318 Direct Design Method to design an interior bay of a flat plate slab system of multi bay building. The Dimensions of an interior bay are shown in Figure 1.

### Residential Deck Safety, Construction, and Repair

Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the

### 1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona

for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety

### Design of Fully Restrained Moment Connections per AISC LRFD 3rd Edition (2001)

PDHonline Course S154 (4 PDH) Design of Fully Restrained Moment Connections per AISC LRFD 3rd Edition (2001) Instructor: Jose-Miguel Albaine, M.S., P.E. 2012 PDH Online PDH Center 5272 Meadow Estates Drive

### 6 RETROFITTING POST & PIER HOUSES

Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This

### FOUNDATION DESIGN. Instructional Materials Complementing FEMA 451, Design Examples

FOUNDATION DESIGN Proportioning elements for: Transfer of seismic forces Strength and stiffness Shallow and deep foundations Elastic and plastic analysis Foundation Design 14-1 Load Path and Transfer to

### Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor

Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor Supplement to Hilti North American Product Technical Guide Volume 2: Anchor Fastening Technical Guide 2011 Edition 3.3. KWIK

### Hilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146. 1-800-879-8000 www.hilti.com

Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

### Communication Tower Foundation Selection Criteria

Communication Tower Foundation Selection Criteria Introduction This foundation selection criteria document has been prepared by the Engineering Specialties Group as a resource for public and private entities,

### System. Stability. Security. Integrity. 150 Helical Anchor

Model 150 HELICAL ANCHOR System PN #MBHAT Stability. Security. Integrity. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair

### CAST IRON DETECTABLE/TACTILE WARNING SURFACE INDICATOR PLATE

CAST IRON DETECTABLE/TACTILE WARNING SURFACE INDICATOR PLATE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Special Conditions and Division

### Statics and Mechanics of Materials

Statics and Mechanics of Materials Chapter 4-1 Internal force, normal and shearing Stress Outlines Internal Forces - cutting plane Result of mutual attraction (or repulsion) between molecules on both

### Formwork for Concrete

UNIVERSITY OF WASHINGTON DEPARTMENT OF CONSTRUCTION MANAGEMENT CM 420 TEMPORARY STRUCTURES Winter Quarter 2007 Professor Kamran M. Nemati Formwork for Concrete Horizontal Formwork Design and Formwork Design

### Concrete Design Manual

The Reinforced Concrete Design Manual In Accordance with ACI 318-11 SP-17(11) Vol 2 ACI SP-17(11) Volume 2 THE REINFORCED CONCRETE DESIGN MANUAL in Accordance with ACI 318-11 Anchoring to concrete Publication:

### CivilBay Anchor Bolt Design Software Using ACI 318-14 and CSA A23.3-14 Code

CivilBay Anchor Bolt Design Software Using ACI 318-14 and CSA A23.3-14 Code http://asp.civilbay.com CivilBay anchor bolt design software http://asp.civilbay.com is a complete anchorage design software

### RISABase. Rapid Interactive Structural Analysis Base Plate and Anchorage Analysis & Design. Version 2.1 - General Reference

RISABase Rapid Interactive Structural Analysis Base Plate and Anchorage Analysis & Design Version 2.1 - General Reference 26632 Towne Centre Drive, Suite 210 Foothill Ranch, California 92610 (949) 951-5815

### Southwest Windpower Inc. Doc. # 0186. Southwest Windpower Inc. 45 Air Tower Analysis 7/7/03

Southwest Windpower Inc. Doc. # 0186 Southwest Windpower Inc. 45 Air Tower Analysis 7/7/03 1. Introduction: The following analysis covers tower stress and anchor loads for the Southwest Wndpower 45' Air

### POST AND FRAME STRUCTURES (Pole Barns)

POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:

### HUS-H Screw Anchor. Technical data. Seismic design data. HUS-H Carbon steel screw anchor. HUS-H diameter 8, 10, 14. Seismic design data

Technical data HUS-H Carbon steel screw anchor HUS-H diameter 8, 10, 14 10 / 011 Version 011-10 1 HUS-H screw anchor seismic design data Anchor version Carbon steel screw Benefits - Quick and easy setting

### INFORMATION BULLETIN NO.

One- and Two-Family Standard Garage Slab and Foundation Wall Details for use with the 2012 International Residential Code (IRC) INFORMATION BULLETIN NO. 114-2012 October 1, 2012 City Planning & Development

### TECHNICAL MEMORANDUM SUMMARY REPORT:

Texas Transportation Institute The Texas A&M University System 3135 TAMU College Station, TX 77843-3135 979-845-6375 Fax: 979-845-6107 http://tti.tamu.edu TECHNICAL MEMORANDUM Contract No.: T4541-AO Test

### Since the Steel Joist Institute

SELECTING and SPECIFYING Wesley B. Myers, P.E. An insider s guide to selecting and specifying K-series, LH, DLH-series joists and joist girders Since the Steel Joist Institute adopted the first standard

### Stress: The stress in an axially loaded tension member is given by Equation (4.1) P (4.1) A

Chapter 4. TENSION MEMBER DESIGN 4.1 INTRODUCTORY CONCEPTS Stress: The stress in an axially loaded tension member is given by Equation (4.1) P f = (4.1) A where, P is the magnitude of load, and A is the

### LEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code

LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900

### SECTION 7 FOUNDATIONS

SECTION 7 FOUNDATIONS TYPICAL CONSTRUCTION METHOD Before any new building is erected, remove all stumps and roots from the soil to a depth of at least 12" below the surface of the ground in the area to

### KINETICS Seismic Design Manual

TABLE OF CONTENTS ANCHOR BOLTS AND ATTACHMENT HARDWARE General Description P10.1 Submittal Data P10.2 KCAB Bolts (Wedge-Type s) P10.2.1 KUAB Bolts (Undercut s) P10.2.2 TG Groets (Oversized Holes and Cushioned

### Pryda Timber Connectors

Pryda Timber Connectors A complete guide to the design, specification and installation of Pryda Post Anchors March 2012 ESSENTIAL NOTES PRYDA PRODUCT GUIDES INTRODUCTION The information in this Product

### TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General

### A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)

According to API 650 Code, Edition Sept. 2003 Page : 23 of 34 9. Seismic Design. [APPENDIX E, API 650] 9.1. Overturning Moment due to Seismic forces applied to bottom of tank shell, M = Z I (C1 Ws Xs +

### ICC-ES Evaluation Report

ICC-ES Evaluation Report ESR-2369 Reissued May 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council

3 AXIALLY LOADED MEMBERS 31 Reading Assignment: Section 19 and Sections 81 and 82 of text Most axially loaded structural members carry some moment in addition to axial load -- for this discussion, restrict

### FOOTING DESIGN EXAMPLE

County: Any Design: BRG Date: 10/007 Hwy: Any Ck Dsn: BRG Date: 10/007 FOOTING DESIGN EXAMPLE Design: Based on AASHTO LRFD 007 Specifications, TxDOT LRFD Bridge Design Manual, and TxDOT Project 0-4371

### Comprehensive Design Example 2: Foundations for Bulk Storage Facility

Comprehensive Design Example 2: Foundations for Bulk Storage Facility Problem The project consists of building several dry product storage silos near an existing rail siding in an open field presently

### CH. 6 SOILS & FOUNDATIONS

CH. 6 SOILS & FOUNDATIONS SOIL PROPERTIES Classified into four groups - Sands & gravels - Clays - Silts - Organics Subsurface Exploration Core borings: undisturbed samples of soil - Recovered bore samples

### 11/1/2010 3:57 PM 1 of 11

Masonry Wall 6.0 - MASONRY WALL ANALYSIS AND DESIGN ================================================================================ Job ID : Job Description : Designed By : ================================================================================

### Chapter 3 FOUNDATIONS AND FOUNDATION WALLS

Chapter 3 FOUNDATIONS AND FOUNDATION WALLS This chapter discusses foundations and foundation walls constructed using the two most common foundation materials concrete and masonry. Although the IRC permits

### Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. The design of any foundation consists of following two parts.

8.7. Design procedure for foundation The design of any foundation consists of following two parts. 8.7.1 Stability analysis Stability analysis aims at removing the possibility of failure of foundation

### .. Free-standing TITAN Self-Support Towers need only minimal footprint area.. Heights ranging from 24 ft. (7.3 m) to 96 ft. (28.8 m)..

TITAN Self-Support Towers.. Free-standing TITAN Self-Support Towers need only minimal footprint area.. Heights ranging from 24 ft. (7.3 m) to 96 ft. (28.8 m).. Lightweight, commercial-duty.. Ideal for

### TABLE OF CONTENTS. Roof Decks 172 B, BA, BV Deck N, NA Deck. Form Decks 174.6 FD,.6 FDV Deck 1.0 FD, 1.0 FDV Deck 1.5 FD Deck 2.0 FD Deck 3.

Pages identified with the NMBS Logo as shown above, have been produced by NMBS to assist specifiers and consumers in the application of New Millennium Building Systems Deck products. Pages identified with

### National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)

### INTRODUCTION TO CONCRETE ANCHOR RODS REID LUNDIN. B.S., Kansas State University, 2012 A REPORT

INTRODUCTION TO CONCRETE ANCHOR RODS by REID LUNDIN B.S., Kansas State University, 2012 A REPORT submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Architectural

### Technical Notes 3B - Brick Masonry Section Properties May 1993

Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications

### Collapse of Flying Formwork During Concrete Placement

Collapse of Flying Formwork During Concrete Placement No. 8 July 2002 A formwork collapse occurred during the construction of a new manufacturing building which was being built in suburban Boston for a

### P4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections

4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections Shear stress and shear strain. Equality of shear stresses on perpendicular planes. Hooke s law in shear. Normal and shear

### INTERNATIONAL BUILDING CODE STRUCTURAL

INTERNATIONAL BUILDING CODE STRUCTURAL S5-06/07 1604.11 (New), 1605 (New) Proposed Change as Submitted: Proponent: William M. Connolly, State of New Jersey, Department of Community Affairs, Division of

### SUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS

July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional

### Tables with Allowable ASD Seismic Values For Design at R = 6.5. Special Moment Frame MF1-12

Tables with Allowable ASD Seismic Values For Design at R = 6.5 Special Moment Frame MF1-12 Hardy Frames manufactures and markets pre-fabricated shear wall systems. We have been the innovative leader in

### DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST-INSTALLED CONCRETE ANCHORS

0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-3251 Reissued 11/2015 This report is subject to renewal 11/2016. DIVISION: 03 00 00 CONCRETE

### These specifications shall apply to all high strength bolts and anchor bolts.

BOLTS (New Section) 972 972.1 REQUIREMENTS These specifications shall apply to all high strength bolts and anchor bolts. 972.2 SPECIFIC REQUIREMENTS A. General: All bolts, nuts, and washers shall have

### Detailing of Reinforcment in Concrete Structures

Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For

Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318

### Page 1 of 18 28.4.2008 Sven Alexander Last revised 1.3.2010. SB-Produksjon STATICAL CALCULATIONS FOR BCC 250

Page 1 of 18 CONTENT PART 1 BASIC ASSUMPTIONS PAGE 1.1 General 1. Standards 1.3 Loads 1. Qualities PART ANCHORAGE OF THE UNITS.1 Beam unit equilibrium 3. Beam unit anchorage in front..1 Check of capacity..

### SLAB DESIGN. Introduction ACI318 Code provides two design procedures for slab systems:

Reading Assignment SLAB DESIGN Chapter 9 of Text and, Chapter 13 of ACI318-02 Introduction ACI318 Code provides two design procedures for slab systems: 13.6.1 Direct Design Method (DDM) For slab systems

### ispan, A Light Steel Floor System

ispan, A Light Steel Floor System D.M. Fox 1, R.M. Schuster 2, and M.R. Strickland 3 Abstract Described in this paper is a cold-formed steel floor system called ispan. The system is comprised of multi-functional

### Submittal Information

Wedge SPECIFIED FOR ANCHORAGE INTO CONCRETE Wedge anchs feature a stainless steel expansion clip, threaded stud body, nut and washer. Anch bodies are made of plated carbon steel, hot-dipped galvanized

### Hilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146. 1-800-879-8000 www.hilti.com

Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

### Statement of Special Inspections, 2013 CBC

BUILDING AND SAFETY DEPARTMENT Statement of Special Inspections, 2013 CBC PROJECT ADDRESS PERMIT NUMBER # Description of Work: This Statement of Special Inspections is submitted in fulfillment of the requirements

### COMMONLY USED RESIDENTIAL BUILDING CODES

COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section

### Report on. Wind Resistance of Signs supported by. Glass Fiber Reinforced Concrete (GFRC) Pillars

Report on Wind Resistance of Signs supported by Glass Fiber Reinforced Concrete (GFRC) Pillars Prepared for US Sign and Fabrication Corporation January, 2006 SUMMARY This study found the attachment of

### Sports and High Mast Lighting Poles Phone: (866) 474-7200 Fax: (817) 924-7049

Sports and High Mast Lighting Poles 4 High Mast Lighting Poles General American LitePole offers a raising and lowering system that allows for ease of maintaining the lighting system at ground level. Ideal

### DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST-INSTALLED CONCRETE ANCHORS

0 ICC-ES Report ICC-ES (800) -687 (6) 699-0 www.icc-es.org 000 Most Widely Accepted and Trusted ESR- Reissued 09/0 This report is subject to renewal 09/07. DIVISION: 0 00 00 CONCRETE SECTION: 0 6 00 CONCRETE

### SPECIFICATIONS, LOADS, AND METHODS OF DESIGN

CHAPTER Structural Steel Design LRFD Method Third Edition SPECIFICATIONS, LOADS, AND METHODS OF DESIGN A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural

### A transverse strip of the deck is assumed to support the truck axle loads. Shear and fatigue of the reinforcement need not be investigated.

Design Step 4 Design Step 4.1 DECK SLAB DESIGN In addition to designing the deck for dead and live loads at the strength limit state, the AASHTO-LRFD specifications require checking the deck for vehicular

### REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition. Walls are generally used to provide lateral support for:

HANDOUT REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition RETAINING WALLS Fifth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering

### FIG. 1 - Typical FAST system detail

F E R O A N G L E S U P P O R T T E C H N O L O G Y F A S T, L O W - C O S T, O N E T R A D E S H E L F A N G L E I N S T A L L A T I O N S C O M P O N E N T S The FAST (FERO Angle Support Technology)

### Guidelines for Earthquake Bracing Residential Water Heaters

Guidelines for Earthquake Bracing Residential Water Heaters Department of General Services Division of the State Architect In accordance with the Health and Safety Code Section 19215, the Division of the

### SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS

Page 1 of 9 SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS 1. GENERAL REQUIREMENTS 1. Description of Work: This work consists of furnishing all materials, equipment and

### TECHNICAL NOTE. Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006 IBC. On Cold-Formed Steel Construction INTRODUCTION

TECHNICAL NOTE On Cold-Formed Steel Construction 1201 15th Street, NW, Suite 320 W ashington, DC 20005 (202) 785-2022 \$5.00 Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006

### Foundation Installation

Appendix B Foundation Installation Guidelines SOUTHWEST WINDPOWER, INC. - 1801 WEST ROUTE 66 - FLAGSTAFF, ARIZONA 86001 - PH: 928.779.9463 - FAX: 928.779.1485 www.skystreamenergy.com October 2006 Southwest

### HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES

HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required. Pursuant to Section 553.844 553.884, Florida Statutes, strengthening of existing site-built,

### MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE

MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE This specification is intended to describe the general requirements applicable to a proper structural mezzanine design. In addition, it is to serve as

### Design Example 1 Reinforced Concrete Wall

Design Example 1 Reinforced Concrete Wall OVERVIEW The structure in this design example is an eight-story office with load-bearing reinforced concrete walls as its seismic-force-resisting system. This

### Transmission Foundations. helical piles and guy anchors for transmission structures. www.hubbellpowersystems.com

Transmission Foundations helical piles and guy anchors for transmission structures www.hubbellpowersystems.com Grid locked on your transmission job? Instant Foundation helical piles go places concrete

- Design Load Table of Contents & Advantages Design Load Tables, aluminum, stainless steel Planks - 7" width... 54 Planks - 10" width... 55 Planks - 12" width... 56 Planks - 10" width, large hole... 57

### [TECHNICAL REPORT I:]

[Helios Plaza] Houston, Texas Structural Option Adviser: Dr. Linda Hanagan [TECHNICAL REPORT I:] Structural Concepts & Existing Conditions Table of Contents Executive Summary... 2 Introduction... 3 Structural

### Design and Construction of Cantilevered Reinforced Concrete Structures

Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures

### Guidelines for Earthquake Bracing of Residential Water Heaters

Guidelines for Earthquake Bracing of Residential Water Heaters Department of General Services Division of the State Architect 1102 Q Street, Suite 5100 Sacramento, CA 95814 Phone: (916) 324-7099 Fax: (916)

### Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges

7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience

### The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.

The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16. Please refer to the publication in its entirety for complete details on this product

### Tensile Test Results of Post Tensioning Cables From the Midbay Bridge

Tensile Test Results of Post Tensioning Cables From the Background The Midbay bridge, located on State Road 293 between State Road 2 and U.S. 98 in Niceville, Florida is a concrete segmental box bridge

Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents

### Diameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.

P-5 The P-5 is hot forged from carbon steel. The formed head provis spherical seating that the Lifting Eye engages, while a disc-shaped foot is embedd in the concrete. Due to its being a forged part, the

### Basics of Reinforced Concrete Design

Basics of Reinforced Concrete Design Presented by: Ronald Thornton, P.E. Define several terms related to reinforced concrete design Learn the basic theory behind structural analysis and reinforced concrete

### Wire Fabric and Reinforcement

Wire Fabric and Reinforcement Under the state specification for 709.08 for concrete reinforcement, ASTM A 82 is called out. Under the state specification 709.10 for concrete reinforcement, ASTM A 185 is

### Structural Steel Design Project

Job No: Sheet 1 of 1 Rev Job Title: Eccentrically Loaded Bolt Group Worked Example 1 Checked by Date Design Example 1: Design a bolted connection between a bracket 8 mm thick and the flange of an ISHB

(713) 690-0040 THIS PAGE INTENTIONALLY LEFT BLANK ORIFICE FLANGES In Carbon, Alloy and Stainless 300lb. through 2500 lb. or Ring Joint ORIFICE FLANGES are widely used in conjunction with orifice meters

### Chapter 8. Flexural Analysis of T-Beams

Chapter 8. Flexural Analysis of T-s 8.1. Reading Assignments Text Chapter 3.7; ACI 318, Section 8.10. 8.2. Occurrence and Configuration of T-s Common construction type.- used in conjunction with either

### Type of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ -)

Cause: external force P Force vs. Stress Effect: internal stress f 05 Force vs. Stress Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 1 Type of Force 1 Axial (tension /

### Water Storage Tank Safety Standards

Water Storage Tank Safety Standards PNWS AWWA 2015 Conference Presented By: Tim Tobin, PE 425.289.7371 May 1, 2015 Scope of Presentation Manholes for interior access Fixed ladders for access to tank roofs

### DIVE STANDS ONE METER AND THREE METER LADDER AT REAR

DIVE STANDS ONE METER AND THREE METER LADDER AT REAR Installation Instructions INSTALLATION INSTRUCTIONS FOR ONE METER AND THREE METER DIVE STANDS LADDER AT REAR Spectrum Stainless Steel Adjustable Fulcrum

### Section 5A: Guide to Designing with AAC

Section 5A: Guide to Designing with AAC 5A.1 Introduction... 3 5A.3 Hebel Reinforced AAC Panels... 4 5A.4 Hebel AAC Panel Design Properties... 6 5A.5 Hebel AAC Floor and Roof Panel Spans... 6 5A.6 Deflection...