Sign in to download full-size image Figure 2.8. This value is then multiplied by the value obtained from Fig 30.4-1. Simpson Strong-Tie Releases New Fastening Systems Catalog Highlighting Robust, Code-Compliant, and Innovative Product Lines, Simpson Strong-Tie Introduces Next-Generation, Easy-to-Install H1A Hurricane Tie Designed for Increased Resiliency and Higher Allowable Loads Using Fewer Fasteners, Holcim US Advances Sustainability Commitment with Expansion of ECOPactLow-Carbon Concrete, Simpson Strong-Tie Introduces Titen HD Heavy-Duty Mechanically Galvanized Screw Anchor, Code Listed for Exterior Environments. Referring to this table for a h = 40 ft and Exposure C, we get a Lambda value of 1.49. These calculations can be all be performed using SkyCiv's Wind Load Software for ASCE 7-10, 7-16, EN 1991, NBBC 2015, and AS 1170. Why WLS; Products; Videos; About Us; FAQ; Contact; . ASCE/SEI 7-10 made the jump from using nominal wind speeds intended for the Allowable Stress Design (ASD) method to ultimate wind speeds intended for the Load and Resistance Factor Design (LRFD) method. Designers are encouraged to carefully study the impacts these changes have on their own designs or in their standard design practices. - Main Wind Force Resisting Wystem (MWFRS) - Components & Cladding (C&C) The software has the capability to calculate loads per: - ASCE 7-22 - ASCE 7-16 - ASCE 7-10 (version dependent) - ASCE 7-05 (version dependent) - Florida Building . And, the largest negative external pressure coefficients have increased on most roof zones. This research was limited to low-slope canopies and only for those attached to buildings with a mean roof height of h < 60 feet. Easy to use structural design tools for busy engineers ClearCalcs makes structural calculations easy for a wide range of engineers, architects, and designers across the world. ASCE-7-16 & 7-10 Wall Components & Cladding Wall Wind Pressure Calculator Use this tool to calculate wall zones 4 & 5 positive & negative ASD design wind pressures for your project. Login. Donald R. Scott, P.E., S.E., F.SEI, F.ASCE, Simpson Strong-Tie Releases New Fastening Systems Catalog Highlighting Robust, Code-Compliant, and Innovative Product Lines, Simpson Strong-Tie Introduces Next-Generation, Easy-to-Install H1A Hurricane Tie Designed for Increased Resiliency and Higher Allowable Loads Using Fewer Fasteners, Holcim US Advances Sustainability Commitment with Expansion of ECOPactLow-Carbon Concrete, Simpson Strong-Tie Introduces Titen HD Heavy-Duty Mechanically Galvanized Screw Anchor, Code Listed for Exterior Environments. The two design methods used in ASCE-7 are mentioned intentionally. These changes are: Table 2 illustrates the Zone 2 (20- to 27-degree slope) C&C pressures for ASCE 7-10 compared to the pressures developed in accordance with ASCE 7-16. Using Method 1: Simplified Procedure (Section 6.4) Civil Engineering Resources. See ACSE 7-10 for important details not included here. Methods Using the 2018 IBC and ASCE/SEI 7-16 contains simplied, step-by-step procedures that can be applied to main wind force resisting systems and components and cladding of building and nonbuilding structures. Analytical procedures provided in Parts 1 through 6, as appropriate, of . The new roof pressure coefficients are based on data from recent wind tunnel tests and then correlated with the results from full-scale tests performed at Texas Tech University. It engages, enlightens, and empowers structural engineers through interesting, informative, and inspirational content. 2.8 ). and he has coauthored Significant Changes to the Minimum Design Load Provisions of ASCE 7-16 and authored Significant Changes to the Wind Load Provisions of ASCE 7-10: An Illustrated Guide. Step 1: The Risk Category is determined from Table 1.5-1 [1] based on the use or occupancy of the building. This is the first edition of the Standard that has contained such provisions. Previously, designers were required to use various provisions of overhangs, free roof structures, and more to determine the wind loads on canopies. Previously, designers commonly attempted to use a combination of the component and cladding provisions and other provisions in the Standard to determine these loads, often resulting in unconservative designs. Table 2. Free Chapter 26 Section 2 Us History Answer PDF ePub Mobi. K FORTIFIED Wind Uplift Design Pressure Calculator (ASCE 7-16) Find a Professional. All materials contained in this website fall under U.S. copyright laws. The adjustment can be substantial for locations that are located at higher elevations. Each of these provisions was developed from wind tunnel testing for enclosed structures. Alternative Designs for Steel Ordinary Moment Frames, An Interactive Approach to Designing Calmer Streets for Residential Subdivisions, An Introduction to ASCE 7-16 Wind Loads - Three Part Series-PART 1, An Introduction to ASCE 7-16 Wind Loads - Three Part Series-PART 2, An Introduction to ASCE 7-16 Wind Loads - Three Part Series-PART 3, An Introduction to HEC-RAS Culvert Hydraulics, An Introduction to Value Engineering (VE) for Value Based Design Decision-Making, Analysis and Design of Veneer Cover Soils for Landfills and Related Waste Containment Systems, Application of Computational Fluid Dynamics to Improve Mixing and Disinfection for Ozone Contactors, Applying Access Management to Roadway Projects, Approaches to Mitigation of Karst Sinkholes, Architectural Concrete: Design and Construction Strategies to Maintain Appearance & Limit Water Intrusion, ASCE 59-11 Blast Protection of Buildings - Blast-Resistant Design of Systems, and Components, ASCE/SEI 41-17: Performance Objectives & Seismic Hazard Changes, ASCE/SEI 41-17: A Summary of Major Changes, ASCE/SEI 41-17: Analysis Procedure Changes, Assessment and Evaluation Methods and Tools of Structural Forensic Investigations, Avoid Costly Mistakes Using HEC-RAS - Understanding HEC-RAS Computations, Avoiding Ethical Pitfalls in Failure Investigations, Avoiding Problems in Masonry Construction, Avoiding Problems in Specifying Metal Roofing, Basics of Drainage Design for Parking Lot including LID Techniques, Beaver Dam Analogue Design: Using the Tool, Beneficial Uses and Reuses of Dredged Material, Benefits of Pavement Reclamation: How In-Place Recycling has Worked for National Parks/Forests, Best Practices and Lessons Learned from the Design and Construction of Rigid Pavements, Best Practices for Crack Treatments for Asphalt Pavements, Best Practices of Incorporating Reclaimed Asphalt Pavement and Rejuvenation Alternatives, Bridge Deep Foundation Design for Liquefaction and Lateral Spreading - Lessons Learned, Building Enclosure Commissioning (BECx): What You Need to Know, Building Renovation On-Demand Webinar Package. Limitations: Building limitations are described in ASCE/SEI 7-16, Section 30.4 (Low-rise building with certain roof configurations and h 60 ft.) Wind Loads on Rooftop Solar Panels (ASCE 7-16 Sections 29.4.3 and 29.4.4) New provisions for determining wind loads on rooftop solar panels have been added to ASCE 7-16. In ASCE 7-16, 'because of partial air-pressure equalization provided by air-permeable claddings, the C&C pressures services from Chapter 30 can overestimate the load on cladding elements. Experience STRUCTURE magazine at its best! Table 1. In Equation 16-15, the wind load, W, is permitted to be reduced in accordance with Exception 2 of Section 2.4.1 of ASCE 7. Give back to the civil engineering community: volunteer, mentor, donate and more. Also, the technology available to measure the results of these wind tunnel tests has advanced significantly since the 1970s. For flat roofs, the corner zones changed to an 'L' shape with zone widths based on the mean roof height and an additional edge zone was added. It is necessary to look at the impact of the provisions as a whole, instead of individually, to understand how design procedures are affected.. 0: 03-02-2023 by Steven Ray : ASCE 7-22,Table 12.2-1 SFRS confusion. Therefore this building is a low rise building. Figure 7. Additionally, effective wind speed maps are provided for the State of Hawaii. In some cases not shown in Table 1, such as for Zone 1, the revised coefficients produce an approximate doubling of roof pressures. We now follow the steps outlined in Table 30.3-1 to perform the C&C Calculations per Chapter 30 Part 1: Step 1:We already determined the risk category is III, Step 3: Determine Wind Load Parameters Kd = 0.85 (Per Table 26.6-1 for C&C) Kzt = 1 (There are no topographic features) Ke = 1 (Job site is at sea level) GCpi = +/-0.18 (Tabel 26.13-1 for enclosed building), Step 4: Determine Velocity pressure exposure coefficient zg = 900 ft [274.32] (Table 26.11-1 for Exposure C) Alpha = 9.5 (Table 26.11-1 for Exposure C) Kh = 2.01*(40 ft / 900 ft)^(2/9.5) = 1.044, Step 5: Determine velocity pressure qz = 0.00256*Kh*Kzt*Kd*Ke*V^2 = 0.00256*(1.044)*(1)*(0.85)*(1.0)*(150^2) = 51.1psf. Loading standard: The wind pressure value is calculated according to: ASCE/SEI 7-16 Chapter 30 Wind Loads - Components and Cladding (C&C), Part 1: Low-Rise Buildings. Step 3: Wind load parameters are the same as earlier. This study focused on the non-hurricane areas of the country and used a new procedure that separated the available data by windstorm type and accounted for changes in the site exposure characteristics at the recording anemometers. To meet the requirements of Chapter 1 of the Standard, a new map is added for Risk Category IV buildings and other structures (Figure 3). The significance of these changes is the increase in pressures that must be resisted by roof construction elements subject to component and cladding wind loads including but not limited to roof framing and connections, sheathing, and attachment of sheathing to framing. We just have to follow the criteria for each part to determine which part(s) our example will meet. The provisions contained within ASCE 7-10 for determining the wind loads on rooftop equipment on buildings is limited to buildings with a mean roof height h 60 feet. The ASCE 7 Hazard Tool provides a quick, reliable way to access the digital data defined in the hazard geodatabases required by ASCE/SEI 7-22. Pressure increases vary by zone and roof slope. Wind speed maps west of the hurricane-prone region have changed across the country. Figure 2. WIND LOADING ANALYSIS - MWFRS and Components/Cladding. See ASCE 7-16 for important details not included here. Donald R. Scott is Senior Principal at PCS Structural Solutions, SEI President-elect, and chairs the SEI Codes and Standards Executive Committee. This revision in zone designations was required because the values in zones around the roof in previous editions of the Standard were shown as having the same pressure coefficient, i.e., corners at the eave versus corners at the ridge have been found to have varying pressures. See ASCE 7-16for important details not included here. Printed with permission from ASCE. . Not many users of the Standard utilize the Serviceability Wind Speed Maps contained in the Commentary of Appendix C, but these four maps (10, 25, 50 & 100-year MRI) are updated to be consistent with the new wind speed maps in the body of the Standard. Access the. Figure 3. Components receive load from cladding. The process to calculate wind load in the provisions of the American Society of Civil Engineers Standard (ASCE 7-16, 2016), the National Building Code of Canada [42], the Australian/New Zealand . Calculate Wind Pressure for Components and Cladding 2) Design the Roof Truss and Purlins per NSCP 2015/AISC 3) . Thus, these provisions are not applicable to open structures because the flow of the wind over the roof of enclosed structures and open structures varies significantly. Advanced Topics in the Seismic Design of Non-Building Structures & Non-Structural Components to ASCE 7-10 (AWI080213) Score: 70% Dec 2015 . Per ASCE 7-02 Code for Low-Rise, Enclosed Buildings with h <= 60' and Roof q <= 45. Wind Loading Analysis MWFRS and Components/Cladding. These new maps better represent the regional variations in the extreme wind climate across the United States. Wind Loads - Components and Cladding Calculator to ASCE 7-16 Easy to use online Wind Loads - Components and Cladding engineering software for American Standards. The ASCE 7-16 classification types are Open buildings, Partially Open, Partially Enclosed, and Enclosed buildings. To do this we first need our mean roof height (h) and roof angle. It could be used to hide equipment on the roof and it can also serve as a barrier to provide some protection from a person easily falling off of the roof. Free Trial Wind Loads - Components and Cladding Features The ClearCalcs Wind Load Calculator to ASCE 7 makes it easy to perform in depth wind analysis to US codes in only minutes. Sketch for loads on the pipe rack for Example 1. However, the roof still needs to be designed appropriately assuming the solar panels are removed or not present. Example of ASCE 7-10 Risk Category II Basic Wind Speed Map. ASCE 7 Hazard Tool. These maps differ from the other maps because the wind speed contours include the topographic effects of the varying terrain features (Figure 4). ASCE 7-16 has four wind speed maps, one for each Risk Category and they are also based on the Strength Design method. New additions to the Standard are provisions for determining wind loads on solar panels on buildings. Using "Partially Enclosed" as the building type results in an increase of about one third in the design wind pressures in the field of the roof versus an "Enclosed" or "Partially Open" buildingall other factors held equal. Program incorporates all roof types and combinations defined in ASCE 7-05 or ASCE 7-10/16, Chapters 27-28. Our least horizontal dimension is the width of 100 ft [30.48] and our h is less than this value, so this criteria is met as well. Don gave an excellent visual demonstration . Level 2 framing: a. S2.02 grid F/1.7-3.3 - This is a teeter-totter . Components and cladding for buildingswhich includes roof systemsare allowed to be designed using the Allowable Stress Design (ASD) method. This preview shows page 1 - 16 out of 50 pages. Figures 2 and 3 illustrate the changes in the number of zones as well as the increases in the roof zone coefficients from ASCE 7-10 to 7-16 for gable roofs. Prior versions of ASCE 7 have not specifically addressed loads on rooftop solar panels. Network and interact with the leading minds in your profession. MecaWind can do a lot of the busy work for you, and let you just focus on your inputs and outputs. Printed with permissionfrom ASCE. The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. Figure 6. Example of ASCE 7-16 Risk Category II Hawaii effective wind speed map. Instructional Materials Complementing FEMA 451, Design Examples Nonstructural Components 16 - 14 Load Combinations In ASCE 7-05, the redundancy factor, , is specified as 1.0 for nonstructural components. To determine the area we need the Width and Length: Width = The effective width of the component which need not be less than 1/3 of the span length. 2022 American Society of Civil Engineers, Innovative seismic design shaped new airport terminal, Fast Forward: Visualization unveiled for unbuilt Frank Lloyd Wright tower, From the Field: Immersive identity shapes design of Meow Wolf Denver, Bidirectional energy hub successfully demonstrated in Tennessee, AEI International Student Design Competition 2023, 2022 GI Web Conference 2022: Earthquake Engineering and Soil Dynamics Technical Committee - Seismic Hazard Evaluation for the Western, Central, and Eastern US, 2022 GI Web Conference: A Quick Look into Some of the Latest in Grouting Research, Design and Practice, 2022 GI Web Conference: Earthquake Engineering and Soil Dynamics Technical Committee - Soil-Structure Interaction, 2022 GI Web Conference: Embankments, Dams, and Slopes Case Histories, 2022 GI Web Conference: Embankments, Dams, and Slopes Technical Committee - Extreme Events on Geotechnical Infrastructure, 2022 GI Web Conference: Geoenvironmental Engineering Technical Committee - Subsidence Risk Mitigation in a Low-level Radioactive Waste (LLW) Landfill Final Cover: A Case History, 2022 GI Web Conference: Geology and Site Characterization Technical Committee - Bioinspired Geotechnics, 2022 GI Web Conference: Soil Improvement Committee - Case Histories in Soil Improvement for Civil Infrastructure, 2022 GI Web Conference: Sustainability in Geotechnical Engineering Technical Committee - Novel Approaches Toward Sustainable Geotechnical Engineering, 2022 GI Web Conference: Unsaturated Soils Technical Committee - Unsaturated Soils in a Changing Climate, A Data Base and Recommendation on 400 Failed MSE Walls with Geosynthetic Reinforcement, Access Management On-Demand Webinar Package, Alternative Designs for Anchorage to Concrete, An Introduction to Traffic Signal Operations, Bridge Scour, Part 2: Understanding HEC-18 and General Guidance on Scour Analysis, Case Studies in Sustainable and Resilient Structural Engineering, Mechanics, and Materials (SR-SEMM), Case Study: A Fresh Look at the Citicorp Engineering Ethics Dilemma, Certification Guidelines for Stormwater Manufactured Treatment Devices, Culvert Design for Fish Passage - Concepts and Fundaments, Culvert Design for Fish Passage - Concepts and Fundaments-1, Culvert Modeling Using HEC-RAS in 1-D: Part 1, Building the Model, Design Modern Roundabouts - How to Handle Drainage and Grading, Design of Thrust Restraint for Pressure Pipes, Designing Nonbuilding Structures Using ASCE/SEI 7-16, Evaluation of Building Structural Stability - A Qualitative Approach, Evolutionary Optimization for Hybrid System of Post-Tensioned Cross-Laminated Timber and Light-Frame Wood Shear Walls in Mid-Rise Buildings, Fiber-Reinforced Polymer Composites for Civil and Environmental Engineers, Flexible Pavement Evaluation for Effective Decision Making, Geothermal Energy: A Renewable and Sustainable Source to Heat and Cool the Building Envelope, Geothermal Energy: A Renewable and Sustainable Source to Heat and Cool the Buildings Envelope, How & Why to Use ASCE 7-22 in Your Practice, International Perspectives on Water Resources and the Environment - Part 1, International Perspectives on Water Resources and the Environment - Part 2, Introduction of Geotechnical Grouting, Rock Mechanics, and Unsaturated Soil Mechanics On-Demand Webinar Package, Kendeda Building Part 1 - The Living Building Challenge, Kendeda Building Part 2 - Reuse and Red List, Kendeda Building Part 3 - Water and Landscape Architecture, Navigation Engineering On-Demand Webinar Package, People-Centric AI for Resilient, Sustainable, Safe and Healthy Built Environments, Performance Based Seismic Design of Structural Buildings, Permeable Pavements On-Demand Webinar Package, PFAS Contamination Translating Research to Practice, Prepare to Engineer Tomorrow, Starting Today with Responsible Innovation, Principled-Based Ethics: Character-Builder or Career-Ender, Refined Analysis to Support Bridge Management, SEI Standards Series: ASCE 7-22 On-Demand Webinar Package, Seismic Screening, Risk and Assessment of Buildings On-Demand Webinar Package, Significant Changes 7-22 On-Demand Webinar Package, Significant Changes to the Wind Load Provisions of ASCE 7-22 Part 2, Significant Changes to the Wind Load Provisions of ASCE 7-22 Part 3, Soils and Soil Mechanics - Nuances of Borehole and Sample Logging, Sustainability Series Part 1: Carbon Reduction and Renewable Energy, Sustainability Studies and Assessments of Ground Modification Works for Civil Infrastructure, Sustainable Geotechnical Applications: Recycled Base Aggregates in Pavement Applications - Part III of VI-1, Sustainable Geotechnical Applications: Sustainability & Life Cycle Analysis of Recycled Materials - Part VI of VI-1, Sustainable Geotechnical Applications: Tire Derived Aggregate in Geotechnical and Environmental Applications- Part V of VI-1, Traffic Signals On-Demand Webinar Package, Tuned Mass Damper Applications to Reduce Wind Induced Vibrations of Tall and Slender Structures, Updating Structural Specifications to Reduce Embodied Carbon, 2015 Special Design Provisions for Wind and Seismic (SDPWS) - Overview, 21st Century Bridge Evaluation: New Technologies and Solutions, A Data Base and Recommendations on 320 Failed MSE Walls with Geosynthetic Reinformenet, A General Overview of ASCE 7-16 Changes to Wind Load Provisions, A Rational Approach to Structural and Seismic Issues Related to Historic Buildings, Advanced Bridge Hydraulics - Moving beyond 1D, Advanced Topics in the Seismic Design of Non-Building Structures & Non-Structural Components to ASCE 7-10, Advanced Topics in the Seismic Design of Nonbuilding Structures and Nonstructural Components to ASCE 7-16. ASCE 7-16 defines Components and Cladding (C&C) as: Elements of the building envelope or elements of building appurtances and rooftop structures and equipment that do not qualify as part of the MWFRS (Main Wind Force Resisting System). In simple terms, C&C would be considered as windows, doors, the siding on a house, roofing material, etc.. We will use ASCE 7-16 for this example and the building parameters are as follows: Building Eave Height: EHt = 40 ft [12.2 m], Wind Speed: V = 150 mph [67.1 m/s] (Based upon Category III), Topography: Flat, no topographic features. The changes include revised wind speed maps, changes in external pressure coefficients for roof components and cladding and the addition of pressure coefficients to use for roof mounted solar arrays. Apr 2007 - Present 16 years. For example, in Denver, CO, the Mile High City, the ground elevation factor, Ke, is 0.82 which translates to an 18% reduction in design wind pressures. Thus, the roof pressure coefficients have been modified to more accurately depict roof wind pressures. The new Ke factor adjusts the velocity pressure to account for the reduced mass density of air as height above sea level increases (see Table). The two design methods used in ASCE-7 are mentioned intentionally. In this case the 1/3 rule would come into play and we would use 10ft for the width. See ASCE 7-16 for important details not included here. There is a definition of components and cladding in the commentary to ASCE 7-95. This calculator is for estimating purposes only & NOT for permit or construction. This chapter presents the determination of wind pressures for a typical open storage building with a gable roof. This condition is expressed for each wall by the equation A o 0.8A g 26.2 . The full-scale tests indicated that the turbulence observed in the wind tunnel studies from the 1970s, that many of the current roof pressure coefficients were based on, was too low. Let us know what calculations are important to you. It says that cladding recieves wind loads directly. The component and cladding pressure coefficients, ( GCp ), for roofs on buildings with an h < 60 feet, have been revised significantly in ASCE 7-16. This separation was between thunderstorm and non-thunderstorm events. Figure 2. ASCE 7 has multiple methods for calculating wind loads on a Parapet. ICC 500-2020 also requires that floor live loads for tornado shelters be assembly occupancy live loads (e.g., 100 psf in the case of ASCE 7-16) and floor live loads for hurricane . Example of ASCE 7-16 Figure 29.4-7 Excerpt for rooftop solar panel design wind loads.Printed with permission from ASCE. Examples and companion online Excel spreadsheets can be used to accurately and efficiently calculate wind loads . ASCE/SEI 7-16 (4 instead of 3), the net difference is difficult to compare. Since we have GCp values that are postive and negative, and our GCpi value is also positive and negative, we take the combinations that produce the largest positive value and negative value for pressure: p1 = qh*(GCp GCpi) = 51.1 * (0.3 (-0.18)) = 24.53 psf (Zone 1), p2 = 51.1*(-1.1 (+0.18)) = -65.41 (Zone 1). ASCE 7-16 has four wind speed maps, one for each Risk Category and they are also based on the Strength Design method. ASCE 7 separates wind loading into three types: Main Wind Force Resisting System (MWFRS), Components and Cladding (C&C), and Other Structures and Building Appurtenances. Explain differences in building characteristics and how those differences influence the approach to wind design. Contact [email protected] . See ASCE 7-16 for important details not included here. This standard includes commentary that elaborates on the background and application of the requirements 'Topies include simulation of wind in boundary-layer wind tunnels, local and area . Example of ASCE 7-16 Sloped Roof Component & Cladding Zoning for 7 to 20 degree roof slopes. The changes recently adopted for use in ASCE 7-16 will be a prominent part of the material. The Florida Building Code 2020 (FBC2020) utilizes an Ultimate Design Wind Speed Vult and Normal Design Wind Speed Vasd in lieu of LRFD and ASD. Printedwith permission from ASCE. This article provides a Components and Cladding (C&C) example calculation for a typical building structure. ASCE7 10 Components Cladding Wind Load Provisions. 1: Copyright 2004-document.write(new Date().getFullYear()) | Meca Enterprises LLC, This article provides a Components and Cladding (C&C) example calculation for a typical building structure. . Related Papers. The first method applies Examples would be roof deck and metal wall panels. CADDtools.com presents the Beta release of the ASCE 7-16 wind load program to calculate the design pressures for your project. Examples of ASCE 7-16 roof wind pressure zones for flat, gable, and hip roofs. The type of opening protection required, the ultimate design wind speed, Vult, and the exposure category for a site is permitted . ), Design of Lateral Load Resisting Systems in Masonry Buildings, Design of Onsite Wastewater Disposal Systems, Design of Restrained Joints for Pressure Pipes, Design of Roof Structures - Avoiding Common Errors, Design of Sanitary Sewer Collection Systems, Design of Slab on Grade for Light Buildings on Shrink Swell Soils, Designing and Implementing Separated Bikeways, Designing Channels for Stream Restoration: Alluvial Channel Design, Designing Channels for Stream Restoration: Threshold Channel Design, Designing for Flood Loads Using ASCE 7 and ASCE 24, Designing Modern Roundabouts - How to Handle Drainage and Grading, Designing Structures for Tsunami Resilience using the New Chapter 6 of ASCE 7-16, Designing Water Balance Covers (ET Covers) for Landfills and Waste Containment, Designing with AWC's National Design Specification (NDS) for Wood Construction 2018 - Overview and Changes from Previous Editions, Determining Appropriate Level of Engineering and Use of 'Soft Engineering' for Stream Restoration Activities, Developing, Implementing, & Managing a Comprehensive Citywide Traffic Signal Coordination Program, Developing Pavement Performance Models for Asset Management Applications, Diagnosis, Repair, and Restoration of Building Facades, Digitization in the Field of Civil Engineering, Disaster Resilience of Infrastructure Systems: Quantification and Economic Valuation for Decision and Policy Making, Discussion on the new ASCE Manual of Practice on Surveying and Geomatics Engineering, Dynamically Loaded Machine and Equipment Foundations - A Design Primer, Earth Retaining Structures Technical Committee Presentation on Earth Retaining Structures, Effective Pavement Management and Its Benefits, Elimination of Deck Expansion Joints on Existing Bridges, Embankments, Dams and Slopes Technical Committee Presentation on Impacts of Extreme Events on Geotechnical Infrastructure, Embankments, Dams and Slopes Technical Committee Presentation on Impacts of Recent Extreme Events, Energy Piles - Background and Geotechnical Engineering Concepts, Engineer Your Own Success: 7 Key Elements to Creating an Extraordinary Engineering Career, Engineering Investigations of Hurricane Damage: Wind versus Water, Engineering Judgment - Structural Renovation of a 100-Year-old Historic Barn, Engineering Judgment: Low-Rise Building Design and Detailing, Engineering Mid-Rise Buildings of Wood Construction, Engineering Practice for Wetting-Induced Collapse of Soils, Engineering the Future: 2020 Code of Ethics, Engineering Treatments and Design Development Strategies for Creating Safe Routes to Schools, Enterprise Asset Management for Infrastructures, Environmental Issues and Mitigation for Low Volume Roads, Erosion Control and Revegetation Metrails; Design, Installation and Performance, Estimating Erosion Rates - Tools for Prioritizing TMDL-Water Quality Improvements, Stream Restoration, and Infrastructure Protection Projects, Estimating Flood Flows Using Regression Methods, Ethical Behavior - The Key to Earning Trust, Ethics in Sustainable Development for Civil and Structural Engineers, Evaluating Damage and Repairing Metal Plate Connected Wood Trusses, Evaluation and Quantifying Inefficiency in Construction: A Case Study Approach, Failure of Molecules, Bones, and the Earth Itself: Nanotechnology and Bioinspired Materials in Civil Engineering, From Engineering to Entrepreneurship: How to Prepare For, Start and Manage Your Own Engineering firm, From Project Engineer to Project Manager Look Before You Leap, Frost-protected Shallow Foundations - Design and Construction, Geophysical Imaging in Support of Geotechnical, Hydrologic and/or Environmental Site Characterization, Geophysical Imaging in Support of Structural and/or Pavement Investigations, Geo-Structural Investigation of Existing Structures, Geosynthetic Applications Accompanying Shale Gas Drilling Operations, Geosynthetic Basal Reinforcement Over Deep Foundations Including Geosynthetic Encased Stone-Sand Columns, Geosynthetic Clay Liners in Waste Containment Applications - Hydraulic and Chemical Compatibility Performance of GCLs in Landfill Liner Systems, Geosynthetic Clay Liners in Waste Containment Applications - Static Shear Strength of GCLs and GCL Interfaces, Geosynthetic Clay Liners in Waste Containment Applications: Hydraulic and Chemical Compatibility, Geosynthetic Reinforced Mechanically Stabilized Earth Walls, Geosynthetic Reinforced Soil Integrated Bridge System, Geosynthetics Used in Unpaved and Paved Roads, Geotextile Tubes for Erosion Control, Dewatering and Decontamination, Glued Laminated and Cross Laminated Timbers: Mass Timber for a New Generation of Wood Construction, Gray Areas of Responsibility in Masonry Design, Guidelines for Inspecting Earth Dams and Associated Outlet Works and Spillways, Highway and Street Safety On-Demand Webinar Package, How Construction Tolerances Affect Structural Design, How to Meet The Federal Traffic Sign Retroflectivity Requirements, How to Plan Projects Effectively - Two Part Series, How to Prepare and Implement a Successful Strategic Plan, Hydraulic Performance of Detention Pond Outlet Structures, Hydraulics 101 - Understanding the Basics, Hydrologic Trespass and Nuisance Considerations in Stormwater Management Design, Hydrology and Hydraulics On-Demand Webinar Package, Implementation of GIS in the Airport Environments, Improving Highway Safety: An Overview of 9 Proven Crash Countermeasures, Innovation in Civil Engineering: Examples and How to Do It, Innovative and Smart Construction: Use of Infrared Thermal Profiling and GPR Pavement Density Scanner, In-Situ Stabilization of Soil Slopes Using Nailed (or Anchored) Geosynthetics, Inspection and Rehabilitation Methodologies for Large Diameter Water Transmission Pipelines, Installation, Design and Performance of Prefabricated Drains, aka PVDs, Installation, Verification and Application of Driven Piles, Integrity Assessment of Deep Foundations: Principles and Limitations, International Building Code Essentials for Wood Construction - Fire Protection Basics for Structural Engineers, International Project Development and Construction Risk, Introduction to 2015 International Existing Building Code, Introduction to Design of Erosion Control Measures Using Riprap, Introduction to Jet Grouting and Its Applications, Introduction to Navigation Channel Design, Introduction to Runoff Analysis Using Unit Hydrographs, Introduction to Solid Waste Transfer Design for Rural Communities, Introduction to the Design of Wood Lateral-Force Resisting Systems in Accordance with 2015 International Building Code, Introduction to the Seismic Design of Nonbuilding Structures to ASCE 7-10, Introduction to the Seismic Design of Nonbuilding Structures to ASCE 7-16, Introduction to Unsaturated Soil Mechanics, Investigation and Repair of Fire-Damaged Framing, Investigation of Winter Roof Failures - Lessons Learned, Landfills and Waste Containment On-Demand Webinar Package, Large Wood Diaphragms in Heavy-Wall Buildings: New Understandings of their Seismic Behavior and Improving Their Performance, Learning from Failures of Wood-Framed Structures, Lessons From Failures of Building Envelope, Lessons Learned from the Design, Construction and Maintenance of Permeable Pavements for Stormwater Management, Life Cycle Assessment for Transportation Facilities, Long-Term Durability (aka, Lifetime) of Geosynthetics, Low-Volume Road Surface Drainage and Drainage Crossing Structures, Managed Lanes: From Planning through Design to Operations, Management and Leadership Skills for Civil Engineers On-Demand Webinar Package, Marketing 101 - Sleazy Activity or Mutually Beneficial, Mass Timber Structural Floor and Roof Design, Mentoring: Guidance for Mentors, Proteges and Organizations, Mitigating Effects of Corrosion and Deterioration in Construction, Mitigating Uncertainty - A Perspective for Engineers, Mitigation of Carbon Emissions from Construction Projects, Modeling Low Impact Development (LID) and Green Infrastructure (GI) using the EPA Stormwater Management Model (SWMM): Continuous Simulation, Modeling Low Impact Development (LID) and Green Infrastructure (GI) using the EPA Stormwater Management Model (SWMM): Event-based Modeling, Modeling Low Impact Development (LID) and Green Infrastructure (GI) using the EPA Stormwater Management Model (SWMM): SWMM Basics, Moment-Resisting Connections in Steel Structures, Navigation Engineering - Challenges of Sustainability and Resilience, Navigation Engineering - Understanding the Basics, Negotiating Better Engineering and Architectural Contracts, New and Emerging Technology for the Construction of Pavements, New ASCE Standard - Design, Construction and Maintenance of Permeable Interlocking Concrete Pavements, Observation Method For Scour - A New Tool for the Bridge Engineer, Pathogens in Urban Stormwater Systems - A Practical Guide for MS4s, Pathogens in Urban Stormwater Systems - Source Controls and Stormwater Control Measures, Pathogens in Urban Stormwater Systems On-Demand Webinar Package, Permeable Pavement - Design Considerations and Tips for Avoiding Failures, Petrographic Analysis of Concrete Deterioration, Pier and Beam Foundation Design for Wind and Flood Loads, Pipeline Condition Assessment Using Broadband Electromagnetic (BEM) Testing, Planning and Design for Stream Rehabilitation with Large Wood, Post-Tensioning Concepts and Practice - Beyond the Basics, Practical Application of Fiber Reinforced Polymer (FRP) in Strengthening Existing Concrete and Masonry Structures, Practical Concrete Repair and Rehabilitation Techniques for Major Concrete Structures Using ACI 546R-14, Practical Design of Bolted and Welded Steel Connections, Practical Design of Multistory Shear Walls, Practical Insights for Diaphragm Modeling in the Analysis of Building Structures, Practical Life-Cycle Analysis for Bridges, Practical Seismic Evaluation of Existing Buildings Using ASCE 41-13 Tier 1 Screening Procedure with a Case Study, Practical Use of Drones for Diverse Infrastructure Projects, Preparing and Implementing Construction Site Storm Water Pollution Prevention Plans, Prevent Accidents and Traffic Delays - The Art of Delivering and Maintaining Successful Signal Timing Improvements, Professional Skills Series in Leadership and Management: Career Development, Professional Skills Series in Leadership and Management: Change & Innovation, Professional Skills Series in Leadership and Management: Communication, Professional Skills Series in Leadership and Management: Leadership, Professional Skills Series in Leadership and Management: Project Management, Project Planning: How to Think Through Before You DO, Project Planning On-Demand Webinar Package, Project Team and People Management - Part I of II, Project Team and People Management - Part II of II, Public Speaking - How to Plan, Design, and Deliver a Presentation, Quality Management during Design and Construction.
Troy University Dance Team, Mary Lou Davis Fun Muffins, Pistons Assistant Coach, Articles A