SAMPLE PROJECT IN WASHINGTON DC DOCUMENT NO. CALC LOADS AND LOAD COMBINATIONS 9 PROJECT ENGINEER. Pages REVISION TITLE
|
|
- Kenneth Watson
- 6 years ago
- Views:
Transcription
1 PROJECT DOCUMENT NO. CALC TITLE LOADS AND LOAD COMBINATIONS 9 ENGINEER REVISION Pages
2 LOADS AND LOAD COMBINATIONS 2 of 9 Table of contents 1 Basic Data References Loads Live load (L) Wind load (W) Cladding wind load on South Elevation Load combinations Factored load combinations Allowable stress design Factored load combinations - Strength design... 9
3 LOADS AND LOAD COMBINATIONS 3 of 9 1 Basic Data 1.1 References Norms and Standards [1] ASCE American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures Project documents Drawings [2] Murphy/Jahn Architects. S8.02 Typical Details and Structural Notes. 18 May 2012 [3] Murphy/Jahn Architects. A1.115 Roof Plan. 18 May 2012 [4] Murphy/Jahn Architects. A3.104 Elevation West. 18 May 2012
4 LOADS AND LOAD COMBINATIONS 4 of 9 2 Loads 2.1 Live load (L) Barrier load to curtain wall according to ASCE 7-10 clause 4.5, H L = 0.73 kn/m at 1067 mm above FFL Vertical concentrated load to maintenance walkway according to ASCE 7-10 Table 4-1, V L = 1.33 kn over an area of 0.58 m 2 BMU socket restraint load, H Lm = 1.0 kn in any direction 2.2 Wind load (W) Wind load calculation to ASCE 7-10 for components and cladding of partially enclosed building with occupancy category II on an exposure B terrain. V = 51 m/s Basic wind speed K zt = 1.00 Velocity pressure exposure coefficient K d = 0.85 Wind directionality factor h = 54.1 m K h =2.01(54.1/365.76) 2/7 = 1.16 Topographic factor [Table ] q h = = 1.57 kn/m 2 Velocity pressure [Cl ] Roof Plan 51 m 67 m 40 m 21 m 37 m
5 LOADS AND LOAD COMBINATIONS 5 of 9 Partial elevation h = 54.1 m z = 48.5 m z = 40.7 m z = 9 m
6 LOADS AND LOAD COMBINATIONS 6 of Wind load to main curtain wall A = 0.762m 3.20m = 2.44 m 2 Wind area considered (GCp) +/- = ±0.18 Internal pressure coefficient [Table ] i Positive pressure (Zone 4 & 5) z = 48.5 m K z =2.01(48.5/365.76) 2/7 = 1.13 Topographic factor [Table ] q z = = 1.53 kn/m 2 Velocity pressure [Cl ] (GCp) + = log(2.44)= External pressure coefficient [Fig ] p+ = 1.53(+0.87) 1.57(-0.18) = Cladding general pressure [Cl ] ii Non-corner negative pressure (Zone 4) (GCp) - = log(2.44) = External non-corner pressure coefficient [Fig ] p- = 1.57[-0.88 (+0.18)] = kn/m 2 Cladding general suction [Cl ] iii Corner negative pressure (Zone 5) a = max{0.1 37; 0.9} = 4.0 m Local corner zone (GCp) - = log(2.44) = External corner pressure coefficient [Fig ] p- = 1.57[-1.73 (+0.18)] = kn/m 2 Cladding corner suction [Cl ] Wind load to mechanical level A = 0.762m 2.11m = 1.61 m 2 Wind area considered (GCp) +/- = ±0.18 Internal pressure coefficient [Table ] i Positive pressure (Zone 4 & 5) z = h = 54.1 m (GCp) + = +0.9 External pressure coefficient [Fig ] p+ = 1.57[-0.9 (+0.18)] = kn/m 2 Cladding general pressure [Cl ] ii Non-corner negative pressure (Zone 4) (GCp) - = -0.9 External non-corner pressure coefficient [Fig ] p- = 1.57[-0.9 (+0.18)] = kn/m 2 Cladding general suction [Cl ] iii Corner negative pressure (Zone 5) a = max{0.1 37; 0.9} = 4.0 m Local corner zone (GCp) - = -1.8 External corner pressure coefficient [Fig ] p- = 1.57[-1.8 (+0.18)] = kn/m 2 Cladding corner suction [Cl ]
7 LOADS AND LOAD COMBINATIONS 7 of Wind load to external skin glazing (non-corner) Wind load to the non-corner area of the open-jointed point-fixed external skin glazing is calculated considering a partially enclosed building: A o > 1.1A oi A o > min{ 0.37 m 2 ; 0.01A g}; A oi/a gi 0.20 (GCp) +/- = ±0.55 Internal pressure coefficient [Table ] A = 3.05m 3.20m = 9.8 m 2 Wind area considered i Positive pressure (Zone 4 & 5) z = 40.7 m K z =2.01(40.7/365.76) 2/7 = 1.07 Topographic factor [Table ] q z = = 1.45 kn/m 2 Velocity pressure [Cl ] (GCp) + = log(9.8)= External pressure coefficient [Fig ] p+ = 1.45[+0.74 (-0.55)] = kn/m 2 Cladding general pressure [Cl ] ii Non-corner negative pressure (Zone 4) (GCp) - = log(9.8) = External non-corner pressure coefficient [Fig ] p- = 1.45[-0.80 (+0.55)] = kn/m 2 Cladding general suction [Cl ] Wind load to external skin glazing (corner) Wind load to the corner area of the open-jointed point-fixed external skin glazing is calculated considering parapet loading according to the procedures of ASCE 7-10 clause 30.9: A = 3.05m 3.20m = 9.8 m 2 Wind area considered i Corner negative pressure (Zone 5) a = max{0.1 37; 0.9} = 4.0 m Local corner zone (GCp) + = log(9.8)= External pressure coefficient [Fig ] (GCp) - = log(9.8) = External corner pressure coefficient [Fig ] p- = 1.45[-1.39 (+0.74)] = +/ kn/m 2 Cladding corner suction [Cl ]
8 LOADS AND LOAD COMBINATIONS 8 of Cladding wind load on South Elevation Wind loads for Ultimate Limit State Design* kn/m kn/m kn/m kn/m kn/m kn/m 2 +/ kn/m 2 +/ kn/m kn/m kn/m kn/m kn/m kn/m 2 Note: *Use reduction factor of 0.6 to determine wind loads for allowable stress design.
9 LOADS AND LOAD COMBINATIONS 9 of 9 3 Load combinations Load combinations for vertical cladding are in accordance with ASCE 7-10 [1]. 3.1 Factored load combinations Allowable stress design Combination Description CO100 (D) Dead load* CO101 (D) + 0.6(Wp) Dead + wind pressure loads CO102 (D) + 0.6(Ws) Dead + wind suction loads CO103 (D) + (L) Dead + imposed loads CO104 (D) (Ws) (L) Dead + wind suction + imposed loads CO104 (D) (Ws) (L) Dead + wind suction + imposed loads Note: *This includes permanent attachments and structural member selfweights. 3.2 Factored load combinations - Strength design Combination Description CO (D) Dead load* CO (D) + 1.0(Wp) Dead + wind pressure loads CO (D) + 1.0(Ws) Dead + wind suction loads CO (D) + 1.6(L) Dead + live loads CO (D) + 1.0(Ws) + 0.5(L) Dead + wind suction + live loads Note: *This includes permanent attachments and structural member selfweights.
STRUCTURAL DESIGN CRITERIA
CHAPTER 3 STRUCTURAL DESIGN CRITERIA SECTION 301 GENERAL 301.1 Scope. Loads and load combinations shall be determined in accordance with ASCE 7 unless otherwise noted. Structural elements of the storm
More informationSTRUCTURAL DESIGN CRITERIA
CHAPTER 3 STRUCTURAL DESIGN CRITERIA SECTION 301 GENERAL 301.1 Scope. Loads and load combinations shall be determined in accordance with ASCE 7 unless otherwise noted. Structural elements of the storm
More information2012 International Building Code Errata (Portions of text and tables not shown are unaffected by the errata)
SEVENTH PRINTING (Updated October 13, 2014) Figure 1608.2 GROUND SNOW LOADS, p g, FOR THE UNITED STATES (psf) (Revise southern California values as indicated in the figure) SIXTH PRINTING (Updated June
More information2001 COMPANY Co., ASCE 7 98 Wind Uplift Evaluation Form (Ask for Form - ASCE7dpi.doc)
2001 COMPANY 2001 Co., ASCE 7 98 Wind Uplift Evaluation Form (Ask for Form - ASCE7dpi.doc) To determine a roof s wind uplift PSF (pounds per square foot) Pressure requirement for building code compliance.
More information16.4 FLORIDA BUILDING CODE BUILDING
1604.8-1606.1.2 5. Designs using NAAMM FP-1001 Specification for Design Loads of Metal Flagpoles. 6. Subject to the limitations of 1606.1.1.1, 1606.1.4, and 1606.1.6, the provisions of the FC&PA Guide
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 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 informationImpact of C&C loads due to ASCE/SEI Overview Revised 3/23/2017
Impact of C&C loads due to ASCE/SEI 7-16 Overview Revised 3/23/2017 SBCA has been the voice of the structural building components industry since 1983, providing educational programs and technical information,
More informationAnalysis Of Long Span Roof Truss
Analysis Of Long Span Roof Truss Nalladurai V * Shankar P * * * P.G Student, Structural Engineering, Department of Civil Engineering, ** Assistant Professor, Department of Civil Engineering, Nandha Engineering
More informationFLORIDA BUILDING CODE BUILDING
PREFACE History The State of Florida first mandated statewide building codes during the 1970s at the beginning of the modern construction boom. The first law required all municipalities and counties to
More informationWIND CODE EVALUATION. COLOMBIA Evaluation conducted by Guillermo Santana
WIND CODE EVALUATION COLOMBIA Evaluation conducted by Guillermo Santana NAME OF DOCUMENT: Normas Colombianas de Diseño y Construcción Sismo Resistente (Colombian Standards for Seismic Resistant Design
More informationSAMPLE PROJECT IN LONDON DOCUMENT NO. STR-CALC METAL BALUSTRADES 57 ENGINEER PROJECT. Pages REVISION TITLE
PROJECT ENGINEER DOCUMENT NO. STR-CALC-615 0 REVISION TITLE Pages METAL BALUSTRADES 57 METAL BALUSTRADES 2 of 57 Contents 1 Basic Data... 3 1.1 References... 3 1.2 Loads... 3 2 Typical balustrade... 4
More informationBe sure to read and completely understand these guidelines before attempting to install this Power-Fab product.
PRECAUTIONS PRECAUTIONS Be sure to read and completely understand these guidelines before attempting to install this Power-Fab product. These design guidelines are not intended to supersede any company,
More informationFull Paper Proc. of Int. Conf. on Advances in Civil Engineering 2012
Behaviour of R.C.C. Tall Buildings Having Different Shapes Subjected to Wind Load Prof. Sarita Singla 1, Taranjeet Kaur 2, Megha Kalra 3 and Sanket Sharma 4 1 Email:ssaritasingla@yahoo.com 2 Baddi University/Civil
More informationCE 3150 Reinforced Concrete Design Design Project
Problem Description For this design project you will work in your project groups to complete a partial design of an office building. Specifically, you will design and fully detail three components: 1.
More informationGeneral Structural Concerns
1/28 General Structural Concerns Functionality / Stiffness deformations Stability equilibrium Strength material behaviour 2/28 Stability Loads act on structure tend to destabilise structure also tend to
More informationEvaluation Of Pre-Engineering Structure Design By IS-800 As Against Pre-Engineering Structure Design By AISC
Ms. Darshana P. Zoad Department of Civil Engineering Karmaveer Dadasaheb Kannamwar College of Engineering, Nagpur 440 009 Evaluation Of Pre-Engineering Structure Design By IS-800 As Against Pre-Engineering
More informationWIND LOADS ON BALUSTRADES. Antonios W. Rofail a, Christian Mans a
WIND LOADS ON BALUSTRADES Antonios W. Rofail a, Christian Mans a a Windtech Consultants, 19 Willis Street, Wolli Creek, NSW, Australia ABSTRACT: This paper examines the wind loading on impermeable balustrade
More informationWind Load Report - Check for uplift
Wind Load Report - Check for uplift 1. Site & Building Data Roof Type: Gable Wind Speed (ult): 115 mph Exposure Category: C Enclosure Class: Enclosed Building Width (W): 43 ft. Building Length (L): 60
More informationLATERAL LOADS ON BRICK VENEER RESIDENTIAL STRUCTURES
LATERAL LOADS ON BRICK VENEER RESIDENTIAL STRUCTURES W. Mark McGinley 1, PhD, PE and Eric N. Johnson 2, PE ABSTRACT In North American residential construction, brick veneer is typically used as a cladding
More informationWind Load Report - Naples Residence
Wind Load Report - Naples Residence 1. Site & Building Data Roof Type: Gable Wind Speed (ult): 115 mph Exposure Category: C Enclosure Class: Enclosed Building Width (W): 20 ft. Building Length (L): 23
More information5 Load Determination and Structural Design Criteria
5 Load Determination and Structural Design Criteria This chapter presents a summary of previous research and testing and outlines the recommended methods and criteria for use in the structural design of
More informationBasic notions and design code reccomendations Applications
Basis of structural design Basic notions and design code reccomendations Applications Civil Engineering 2nd Year Ioan Both Load transmission Simplest structure : simple supported beam Consider a man of
More informationDesign Example 1 Enclosure Classification
Design Example 1 Enclosure Classification OVERVIEW An enclosure classification is a way of assigning a classification to a building to determine the appropriate amount of internal pressure generated. Internal
More informationFOLDING CONTAINER HOUSE: AMH-4000 SERIES GENERAL AMH-4120 DIMENSIONS AND WEIGHT PICTURES:
FOLDING CONTAINER HOUSE: AMH-4000 SERIES GENERAL 1. The standard container for various purposes is suitable for international container transport. It is of appropriate external dimensions and has connections
More informationTechnical Report #1. Matthew R Peyton
Technical Report #1 This Document is Technical Report #1 for 5th year senior thesis in the Architectural Engineering Departments at The Pennsylvania State University. This Report will include structural
More informationAmerican Residential Deck Railing Design Guide
American Residential Deck Railing Design Guide Intended for use by Designers & Architects Engineers & Professional Installers 8 th Edition ProbuiltRailings.com TABLE OF CONTENTS ProBuilt Design Manual
More informationCEN/TC 33/WG 6 N 490. doc.wg Question table for determining structural/non structural steel and aluminium component in building envelope.
CEN/TC 33/WG 6 N 490 CEN/TC 33/WG 6 CEN/TC 33/WG 6 - Curtain walling Email of secretary: Secretariat: UNI (Italy) doc.wg6 0490-Question table for determining structural/non structural steel and aluminium
More informationAnalysis and Design of Multi-Storey Building Subjected to Lateral Forces
Analysis and Design of MultiStorey Building Subjected to Lateral Forces Pratik Dadsena 1, Nishant Rajoria 2, Bhaskar Dadsena 3 Student, Department of Civil Engineering, S.E.T., Sharda University, Greater
More information(Old examination format for reference only)
The Institution of Structural Engineers Associate-Membership Examination 11 APRIL 2003 INSTRUCTIONS TO CANDIDATE 1. The examination comprises two sessions separated by a lunch break of 1 2 hour, during
More informationSOUTH AFRICAN NATIONAL STANDARD
ISBN 978-0-626-26428-4 SOUTH AFRICAN NATIONAL STANDARD Basis of structural design and actions for buildings and industrial structures Part 1: Basis of structural design Published by SABS Standards Division
More informationAssociate-Membership Examination
Associate-Membership Examination 1 Associate-Membership Examination Friday 13 April 2012 Structural Engineering Design and Practice 09.30 13.00 and 13.30 17.00 (Discussion between individuals is not permitted
More informationHurricane wind shelter retrofit room standards for existing houses
Safety and Security Engineering 653 Hurricane wind shelter retrofit room standards for existing houses N. Yazdani 1, T. Townsend 1 & D. KilCollins 2 1 Florida A & M University- Florida State College of
More informationANSI/SPRI Wind Design Standard Practice for Roofing Assemblies
Approved September 3, 2008 ANSI/SPRI WD-1 ANSI/SPRI Wind Design Standard Practice for Roofing Assemblies TABLE OF CONTENTS Section Page 1.0 INTRODUCTION...........................................................
More informationANALYSIS OF BUILDING FRAMES WITH FLOATING COLUMNS AND SOFT STOREYS UNDER WIND LOADS
International Journal of Latest Trends in Engineering and Technology Vol.(7)Issue(4), pp.113-129 DOI: http://dx.doi.org/10.21172/1.74.016 e-issn:2278-621x ANALYSIS OF BUILDING FRAMES WITH FLOATING COLUMNS
More informationEconomizing Steel building using Pre-Engineered Steel Sections
Economizing Steel building using Pre-Engineered Steel Sections Neha Kolate1, Shilpa Kewate2 1 P.G. student, Civil Engineering Department, Saraswati College of Engineering, Maharashtra, India, kolate.neha@gmail.com
More informationCASE STUDY OF A 40 STORY BRBF BUILDING LOCATED IN LOS ANEGELES
DESIGN INVESTIGATE REHABILITATE CASE STUDY OF A 40 STORY BRBF BUILDING LOCATED IN LOS ANEGELES Anindya Dutta, Ph.D., S.E. Ronald O. Hamburger, S.E., SECB www.sgh.com Background Study performed on behalf
More informationChartered Membership Examination
Chartered Membership Examination 1 Chartered Membership Examination Friday 5 April 2013 Structural Engineering Design and Practice 09.30 13.00 and 13.30 17.00 (Discussion between individuals is not permitted
More informationStructural Design of Pergola with Airfoil Louvers
International Journal of Advanced Structures and Geotechnical Engineering ISSN 2319-5347, Vol. 04, No. 03, July 2015 Structural Design of Pergola with Airfoil Louvers MUHAMMAD TAYYAB NAQASH Aluminium TechnologyAauxiliary
More informationPROPOSED CHANGE TO THE 2012 BUILDING CODE O. REG. 332/12 AS AMENDED
Ministry of Municipal Affairs PROPOSED CHANGE TO THE 2012 BUILDING CODE O. REG. 332/12 AS AMENDED CHANGE NUMBER: SOURCE: B-04-01-11 Ontario-NBC CODE REFERENCE: Division B / 4.1.7. DESCRIPTION OF THE PROPOSED
More informationAPPENDIX A - Seismic Terms, Tables and Figures:
APPENDIX A - Seismic Terms, Tables and Figures: Seismic Design Force, (F p ) G-force that the unit must be able to withstand. This number is calculated using the factors described below. a S 0.4 P DS z
More informationTerrain classification and exposure factor in the 2005 National Building Code of Canada
Terrain classification and exposure factor in the 25 National Building Code of Canada Ted Stathopoulos a, Ioannis Zisis a, Kai Wang b a Concordia University, 55 St. Catherine W., Montreal, Canada b formerly
More informationSTRUCTURAL TECHNICAL REPORT 1
Technical Report 1 Page 1 David Lee AE 481W Structural Option Advisor: Andres Lepage URS Office Building October 5, 2006 STRUCTURAL TECHNICAL REPORT 1 Structural Concepts / Structural Existing Conditions
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 informationThe HKIE Structural Examination Written Examination
The HKIE Structural Examination Written Examination Section 2: Design Questions (80% of the Written Examination) Date: 28 November 2014 (Friday) Time: 12:00 nn - 06:00 pm Answer ONE question only Question
More informationICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS
ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS ICC 500-2013 edition Public Comment Draft #2 The ICC Consensus Committee on Storm Shelters has held 1 public meetings to develop the
More informationChapter 8 - Testing. Ernst W. Kiesling, P.E., Ph.D. Professor of Civil Engineering. and. Executive Director
ICC/NSSA Standards Preview Chapter 8 - Testing by Ernst W. Kiesling, P.E., Ph.D. Professor of Civil Engineering Texas Tech University and Executive Director National Storm Shelter Association (NSSA) presented
More informationWind Analysis of High Rise Building with Different Bracing Systems Amol S. Rajas, Dr.N.L.Shelke
Wind Analysis of High Rise Building with Different Bracing Systems Amol S. Rajas, Dr.N.L.Shelke P.G. Student, Department of Civil Engineering, D. Y. Patil School of Engineering& Technology, Lohegaon, Pune,
More informationECMC Skilled Nursing Facility
ECMC Skilled Nursing Facility 462 Grider Street Buffalo, NY 14215 Brian Brunnet Structural Option AE 482 Senior Thesis Dr. Ali Memari Presentation Outline Project Background Building Statistics: Location:
More informationIJSRD - International Journal for Scientific Research & Development Vol. 5, Issue 04, 2017 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol. 5, Issue 04, 2017 ISSN (online): 2321-0613 A Study of Shape of Tall Building Subjected to Wind Load for RCC and Steel Frame Structures
More informationExecutive Summary Building Description: Introduction... 13
Table of Contents Executive Summary... 2 Building Description:... 2 Report Summary:... 2 Introduction... 3 Building Description:... 3 Current Framing Layout... 4 Report Topics:... 4 Loads and Load Cases...
More informationExterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses (MPCWT) Overview Revised 11/17/2016
Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses (MPCWT) Overview Revised 11/17/2016 SBCA has been the voice of the structural building components industry since 1983, providing
More informationJohn Jay College Expansion Project
Technical Report #1 Michael Hopper Mike AE Consultant: Dr. Lepage [Type the company name] September 29 th, 2008 Technical Report #1 Table of Contents Executive Summary.3 Introduction.4 Structural System.6
More informationSTRUCTURAL NOTES MISCELLANEOUS COLD-FORM STEEL FRAMING MASONRY SITE WORK CAST IN PLACE CONCRETE
STRUCTURAL NOTES MISCELLANEOUS COLD-FORM STEEL FRAMING MASONRY AA 0009 707 US Hwy. 9 Palm Harbor, FL 68 Phone 77. 78. 7 Fax 77. 78. 66 SITE WORK CAST IN PLACE CONCRETE OPEN WEB STEEL JOISTS AND JOIST GIRDERS
More informationG.Muttrah Commercial & Residential Complex Muscat, Sultanate of Oman
G.Muttrah Commercial & Residential Complex Muscat, Sultanate of Oman Technical Report III Samir Al-Azri Structural Option Consultant: December 1 st, 2009 Page 1 Table of Contents I. Executive summary.
More informationBehaviour of an Elevated Water Tank for Different Staging Patterns and Different Staging Heights
Behaviour of an Elevated Water Tank for Different Staging Patterns and Different Staging Heights Cherukupally Rajesh M.Tech Structural Engineering, Department of Civil Engineering, Jawaharlal Nehru Technological
More informationJoseph L. Oliveri, AIA
c < < < < < < Joseph L. Oliveri, AIA Joseph L. Oliveri, AIA PARKING BY DISABLED PERMIT ONLY $ xxx FINE F.S. 318.14 Joseph L. Oliveri, AIA Joseph L. Oliveri, AIA Joseph L. Oliveri, AIA Joseph L. Oliveri,
More informationDesign guide and span tables of POLKKYgiant glulam
Impregnated for weather exposed using Celcure C4 (Brown) Design guide and span tables of POLKKYgiant glulam POLKKYgiant resawn glulam is accordance with the European standard EN 14080 and is manufactured
More informationRenovation of Buildings using Steel Technologies (ROBUST)
Renovation of Buildings using Steel Technologies (ROBUST) RFCS Project RFSR-CT-2007-0043 WP 4.2 Renovation of roofs using open trusses in light steel C sections Date: 2009 Author: Mark Lawson SCI, Silwood
More informationArlington, Virginia December 3, 2007 TECHNICAL REPORT III LATERAL SYSTEM ANALYSIS AND CONFIRMATION DESIGN
TECHNICAL REPORT III LATERAL SYSTEM ANALYSIS AND CONFIRMATION DESIGN EXECUTIVE SUMMARY The is the practice facility for the NHL franchise, Washington Capitals. It is located in Arlington, Virginia just
More informationEvaluating the Performance and Durability of Acrylic Foam Tapes for Structural Glazing Applications
Evaluating the Performance and Durability of Acrylic Foam Tapes for Structural Glazing Applications Benjamin W. Townsend 1, Donatus C. Ohanehi 2, David A. Dillard 2,3 Virginia Polytechnic Institute and
More informationThe Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi 1
Department of Civil Engineering Lecture 8 Deflection and Camber Introduction Prestressed concrete beams are more slender than R.C. beams, high span/depth ratios; thus, more deflection. Camber may be important.
More informationSystem Plan. Solcellspaket - Poly & Mono (NovotegraTRP20-4x4=16)
Solcellspaket - Poly & Mono (NovotegraTRP20-4x4=16) System Plan Created with Solar-Planit by Mikael Johansson Solelgrossisten AB in 272 36 Simrishamn. Project YOUR PHOTOVOLTAIC SPECIALIST Company Contact
More informationSystem Plan. Solcellspaket - Poly (4.2 kwp - Jinko 265W Poly - TRP20)
Solcellspaket - Poly (4.2 kwp - Jinko 265W Poly - TRP20) System Plan Created with Solar-Planit by Mikael Johansson Solelgrossisten AB in 272 36 Simrishamn. Project YOUR PHOTOVOLTAIC SPECIALIST Company
More informationDr. K. R. C. Reddy 1, Sandip A. Tupat 2 1,2
The effect of zone factors on wind and earthquake loads of highrise structures Dr. K. R. C. Reddy 1, Sandip A. Tupat 1, Department of Civil Engineering, Kavikulguru Institute of Technology and Science.
More informationFINAL DRAFT pren
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM FINAL DRAFT pren 199111 July 2001 ICS 91.010.30 Will supersede ENV 199121:1995 English version Eurocode 1: Actions on structures Part 11: General actions
More information3.0 The importance of correct information and calculation procedure
Item Wind load design requirements for flat roofing. Evaluation of the affect of change from BS 6399-2 to the new BS EN 1991-1-4 calculation method. Contents 1.0 Introduction 2.0 Scope 3.0 The importance
More informationSOUTH AFRICAN NATIONAL STANDARD
ISBN 978-0-626-26430-7 SOUTH AFRICAN NATIONAL STANDARD Basis of structural design and actions for buildings and industrial structures Part 3: Wind actions WARNING Can only be used in conjunction with SANS
More informationAnalysis of Wind Loads on Buildings and Signs: A Computer Program Based on ASCE 7
Analysis of Wind Loads on Buildings and Signs: A Computer Program Based on ASCE 7 Dr. H. Estrada* (corresponding author) and Y. Chiu* *Civil Engineering Program Texas A&M University Kingsville MSC 194
More informationAC R1 # Triangle Parkway Suite 100 Norcross, Ga Phone: Fax: AC R1. September 11, 2012
AC70-1012-R1 #12 AC70-1012-R1 #12 AC70-1012-R1 September 11, 2012 Mr. Brian Gerber Ms. Elyse Levy International Code Council Evaluation Service (ICC ES) 5360 Workman Mill Road Whittier, CA 90601 2256 RE:
More informationContents DESIGNER S STRUCTURAL PRODUCTS GUIDE. Tegral Purlins & Rails
DESIGNER S STRUCTURAL PRODUCTS GUIDE Introduction Contents Tegral Purlins & Rails Zeta Purlins & Rails Zeta Purlins page 8 Zeta Rails page 15 Zeta Purlin & Rail Cleats page 22 Zeta 2 Purlins & Rails Zeta
More informationAddition. Wind Loads on Rooftop Solar Panels , At a Glance Standard. Wind Loads on Rooftop Solar Panels
Wind Loads on Rooftop Solar Panels 29.4.3, 29.4.4 At a Glance New provisions for determining wind loads on solar panels on buildings have been added to ASCE 7-16. One method applies specifically to low-sloped
More informationSE APPRENTICE. Stephen Metz PE, LEED AP. Today s Speakers. Company Overview. Company Overview 10/13/2015. SE Apprentice. Who We Are.
Today s Speakers Carrie Bremer, PE Schaefer Stephen Metz, PE SMBH, Inc. Today s Moderators SE APPRENTICE Lecture One Loads Lisa Willard, PE SE Solutions, LLC SE Apprentice Brian Quinn, PE SE Solutions,
More informationCrash Barrier on Reinforced Earth Wall Liverpool Parramatta Transitway
Crash Barrier on Reinforced Earth Wall Liverpool Parramatta Transitway Ros MacKinlay Design Engineer, Wyche Consulting Joe Wyche Director, Wyche Consulting SYNOPSIS Reinforced earth walls are increasing
More informationRetrofitting of Truss under Increased Permeability Conditions
ISSN (Print): 2347-671 Vol. 6, Issue 8, August 217 Retrofitting of Truss under Increased Permeability Conditions P Surekha 1, D.Pradeep 2, P. Veerabhadra Rao 3 PG Student, Department of Civil Engineering,
More informationLoads on Structures The ASCE/SEI 7 Code. A lecture assembled for the course on Statics and Strength of Materials
Loads on Structures The ASCE/SEI 7 Code A lecture assembled for the course on Statics and Strength of Materials by Jason E. Charalambides PhD, PE, M.ASCE, AIA, ENV_SP Data composed exclusively by author
More informationSponsored by The Boston Association of Structural Engineers and the Structural Engineers Association of Massachusetts
Commonwealth of Massachusetts State Building Code 780-CMR 9 th Edition Renovation of Existing Buildings Using The International Existing Building Code IEBC 2015 with Massachusetts Amendments Sponsored
More informationAPPENDIX. WOOD JOIST/RAFTER MAXIMUM SPANS ( for 16 o.c. spacing) WITH SINGLE ROW OF PV PANELS AT MIDSPAN (ft.) AND PANEL SUPPORT AT 32 o.c.
1 Span Tables The following Wood Joist/Rafter Maximum Span Tables can be used to determine the adequacy of an existing wood framed roof structure to support the additional dead load created by PV panel
More informationSchool of Engineering and Applied Science Building Miami University, Oxford, OH Technical Assignment 3 December 3, 2007
School of Engineering and Applied Science Building Miami University, Oxford, OH Technical Assignment 3 December 3, 2007 Jonathan Kirk AE 481W Senior Thesis The Pennsylvania State University Faculty Advisor:
More informationReport MAT_KRa 1/ 10,11 January 2010 Syrjälä Seppo/Kari Rantakylä 1(5)
Syrjälä Seppo/Kari Rantakylä 1(5) TEST RESULTS ATTACHMENT OF STONEL BRICK PANELS TO PAROC SANDWICH PANELS Distribution: HkI, DK, KRa, NK, KjN, JiW, lab Keywords: wool, metal sheet, brick panel, fixture,
More informationDESIGN & ENGINEERING GUIDE
DESIGN & ENGINEERING GUIDE SOLARMOUNT: FLUSH-TO-ROOF DESIGN PUB2017MAR16 TABLE OF CONTENTS Table of Contents Getting Started Introduction 1 Installer Responsibility 2 Design Methodology 3 Project Requirements
More informationMitigating wind and flood: The increased wind vulnerability of static elevation vs. amphibious retrofit
8 th International Colloquium on Bluff Body Aerodynamics and Applications Northeastern University, Boston, Massachusetts, USA June 7-11, 2016 BBAA VIII Mitigating wind and flood: The increased wind vulnerability
More informationThe development of generic span tables for cold formed steel studs in residential and low-rise construction
Australasian Structural Engineering Conference (ASEC), 26 27 June 2008, Melbourne Australia Paper No. 103 The development of generic span tables for cold formed steel studs in residential and low-rise
More informationBuilding Design Data
Building Design Data.. 1. Building Design The KORE ICF System is designed to meet the requirements of the Building Regulations 1997-2006, in the case of two storeys, single occupancy dwellings. If the
More informationIntroduction to Substation Design TADP 542
Introduction to Substation Design TADP 542 Substation Structures - Design Loads Instructor: Dr. Yenumula Prasad Transmission & Distribution Program Substation Structures- Design Loads References Substation
More informationStudying a multistory building with different types of bracing
International Journal of Current Engineering and Technology E-ISSN 2277 416, P-ISSN 2347 161 218 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Research Article Ahmed Falah
More informationChartered Membership Examination
Chartered Membership Examination 1 Chartered Membership Examination Friday 9 January 2015 Structural Engineering Design and Practice 09.30 13.00 and 13.30 17.00 (Discussion between individuals is not permitted
More informationFlorida Structural Engineers
Florida Structural Engineers South Florida Chapter January 8, 2008 Miami Lakes, Florida Aluminum Association of Florida, Inc. Joe Belcher ~ David Miller AAF Code Involvement: Historical Perspective 1998:
More informationRoofing technical issues Codes, standards, common problems & solutions Mark S. Graham
Roofing technical issues Codes, standards, common problems & solutions Mark S. Graham Vice President, Technical Services National Roofing Contractors Association International Building Code, 2018 Edition
More informationCommissioning Under the Influence
Commissioning Under the Influence Redefining the Traditional Role of the Commissioning Agent in the Design and Construction of the Building Envelope National Conference on Building Commissioning: May 2-4,
More informationWind Pressures on Solar Panels Mounted on Residential Homes
The 22 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM 2) Seoul, Korea, August 26-3, 22 Wind Pressures on Solar Panels Mounted on Residential Homes Aly Mousaad ALY ) and
More informationComparison Between Wind And Seismic Load On Different Types Of Structures
International Journal of Engineering Science Invention ISSN (Online): 2319 6734, ISSN (Print): 2319 6726 Volume 3 Issue 4 April 2014 PP.41-54 Comparison Between Wind And Seismic Load On Different Types
More informationSimplified wind load provisions of the 2003 International Building Code
Simplified wind load provisions of the 2003 International Building Code By T. Eric Stafford, P.E. Wind load criteria specified in codes and standards have been refined significantly, particularly in recent
More informationConcept of Prestressing
Concept of Prestressing Concept of Prestressing Prestressing the concrete is to transfer precompression (compressive stress) to the concrete How the prestressing force transmitted to concrete can be explained
More informationTechnical Report #3. Matthew R Peyton
Technical Report #3 This Document is Technical Report #3 for 5th year senior thesis in the Architectural Engineering Departments at The Pennsylvania State University. In this report the existing reinforced
More informationCode Compliance and Product Selection
Code Compliance and Product Selection PT Blink Ltd are the owners of the intellectual property, patents, designs, concepts and know-how depicted in these drawings, images, plans and specifications. This
More informationESR-2015P* Reissued April 2014 This report is subject to renewal April 1, 2015.
ICC-ES Evaluation Report ESR-2015P* Reissued April 2014 This report is subject to renewal April 1, 2015. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION:
More informationStatic and dynamic analysis of high-rise building with consideration of two different values of subsoil stiffness coefficients
Static and dynamic analysis of high-rise building with consideration of two different values of subsoil stiffness coefficients Olga Ivankova 1,*, Janka Kovacikova 1 and Lenka Konecna 1 1 Slovak University
More informationWIND LOADS ON BUILDINGS MWFRS (ENVELOPE PROCEDURE)
Chapter C28 WIND LOADS ON BUILDINGS MWFRS (ENVELOPE PROCEDURE) The Envelope Procedure is the former low-rise buildings provision in Method 2 of ASCE 7-05 for MWFRS. The simplified method in this chapter
More informationThe HKIE Structural Examination Written Examination. Section 2: Design Questions (80% of the Written Examination)
The HKIE Structural Examination Written Examination Section 2: Design Questions (80% of the Written Examination) Date: 17 November 2011 (Thursday) Time: 12:00 nn - 06:00 pm Answer ONE question only Page
More information