asce 7 16 components and cladding asce 7 16 components and cladding

Let us know what calculations are important to you. In some cases not shown in Table 1, such as for Zone 1, the revised coefficients produce an approximate doubling of roof pressures. 16. Analytical procedures provided in Parts 1 through 6, as appropriate, of . Figure 1. Printed with permission from ASCE. Quantification of Numeric Model Uncertainty and Risk, Radar Rainfall Estimation for Modeling and Design, Reach-Scale Design for River Rehabilitation with Large Wood, Recycled Base Aggregates in Pavement Applications, Recycled Materials in Transportation Geotechnical Applications, Redeveloping Roadways for the Urban Core within Constrained Right-of-Ways, Regulatory and Warning Signs - Providing Answers to Common Citizen Requests, Reinforced Masonry Design and Construction, Release the Leader Within You and Others: The 7 Qualities of Effective Leaders, Risk and Uncertainty Principles for Flood Control Projects - Understanding the Basics, River Information Services: Basics of RIS and Plans for U.S. They also covered the wind chapter changes between ASCE 7-16 and 7-22 including the tornado provisions. Wind loads on components and cladding on all buildings and other structures shall be designed using one of the following procedures: 1. Printed with permission from ASCE. The tests showed that the corner zones were too small for the high roof pressures that were being measured at these locations on the building. MWFRS is defined as " (a)n assemblage of structural elements to provide support and stability for the overall structure." 7-16) 26.1.2.2 Components and Cladding. 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. The 2018 IBC and the referenced Standard are being adopted by a few jurisdictions and will become more widely used in 2019. Wind Loading Analysis MWFRS and Components/Cladding. The analytical procedure is for all buildings and non-building structures. This software calculates wind loads per ASCE 7 "Minimum Design Loads on Buildings and Other Structures." . 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. Printed with permissionfrom ASCE. 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. For more information on the significance of ASCE 7-16 wind load provisions on wind design for wood construction, see Changes to the 2018 Wood Frame Construction Manual (Codes and Standards, STRUCTURE, June 2018). Example of ASCE 7-16 Risk Category II Hawaii effective wind speed map. Donald R. Scott is Senior Principal at PCS Structural Solutions, SEI President-elect, and chairs the SEI Codes and Standards Executive Committee. 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. 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. Quickly retrieve site structural design parameters specified by ASCE 7-10, ASCE 7-16, and ASCE 7-20, including wind, seismic, snow, ice, rain, flood . This will give us the most conservative C&C wind pressure for each zone. Level 2 framing: a. S2.02 grid F/1.7-3.3 - This is a teeter-totter . Experience STRUCTURE magazine at its best! Note 5 of Figut 30.3-1 indicates that for roof slopes <= 10 Deg that we reduce these values by 10%, and since our roof slope meets this criteria we multiply the figure values by 0.9, Zone 4: GCp = +1.0*0.9 = +0.9 / -1.1*0.9 = -0.99, Zone 5: GCp = +1.0*0.9 = +0.9 / -1.4*0.9 = -1.26. Program incorporates all roof types and combinations defined in ASCE 7-05 or ASCE 7-10/16, Chapters 27-28. When calculating C&C pressure, the SMALLER the effective area the HIGHER the wind pressure. Because the building is open and has a pitched roof, there . MecaWind can do a lot of the busy work for you, and let you just focus on your inputs and outputs. 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. See ACSE 7-10 for important details not included here. Questions or feedback? Printed with permission from ASCE. CADDtools.com presents the Beta release of the ASCE 7-16 wind load program to calculate the design pressures for your project. 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. Table 1. The zones are shown best in the Commentary Figure C30-1 as shown in Figure 6. FORTIFIED Realizes Different Homes have Different Needs . See ASCE 7-16 for important details not included here. These maps differ from the other maps because the wind speed contours include the topographic effects of the varying terrain features (Figure 4). Reference the updated calculations B pages 7 to 15. Table 30.6-2 (above) refers us to Fig 30.4-1, which is shown below. 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. The two design methods used in ASCE-7 are mentioned intentionally. See ASCE 7-16 for important details not included here. This preview shows page 1 - 16 out of 50 pages. Example of ASCE 7-16 low slope roof component and cladding zoning. 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. - 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 . Examples would be roof deck and metal wall panels. Each of these revisions is intended to improve the safety and reliability of structures while attempting to reduce conservatism as much as possible. 26.8 TOPOGRAPHIC EFFECTS 26.8.1 Wind Speed-Up over Hills, Ridges, and Escarpments Wind speed-up effects at isolated hills, ridges, These provisions give guidance to the users of ASCE 7 that has been missing in the past. ASCE 7 ONLINE - Individual and Corporate Subscriptions Available A faster, easier way to work with the Standard ASCE 7 Online provides digital access to both ASCE/SEI 7-16 and 7-10 but with enhanced features, including: side-by-side display of the Provisions and Commentary; redlining. Thank you for your pateience as we make the transition. All materials contained in this website fall under U.S. copyright laws. New provisions have been added to determine the wind pressures on canopies attached to the sides of buildings. Step 1: The Risk Category is determined from Table 1.5-1 [1] based on the use or occupancy of the building. Printed with permission from ASCE. 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 . Related Papers. Carlisle SynTec Systems is a division of Carlisle Construction Materials, a wholly owned subsidiary of Carlisle Companies (NYSE: CSL) Carlisle Figure 5. ASCE 7 -16 Chapter 13 discusses requirements for support of non-structural components such as cable trays.<o:p></o:p><o:p> </o:p> ASCE 7-16, Chapter 13, Item 3.3.1.1 gives some equations for horizontal forces for seismic design for components that include an importance factor. External pressure coefficients for components and cladding have increased; however, the final pressures will be offset by a reduction in the design wind speeds over much of the U.S. . About this chapter: Chapter 16 establishes minimum design requirements so that the structural components of buildings are proportioned to resist the loads that are likely to be encountered. 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. Component and cladding (C&C) roof pressures changed significantly in ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Design Project 15 Out-of-Plane Loading: Wind Loading Parapet Design Force (ASCE 7-16) . This reduction was provided in the Commentary of previous editions of the Standard; however, it is being brought into the body of the Standard to facilitate its use. The simplified procedure is for building with a simple diaphragm, roof slope less than 10 degrees, mean roof height less than 30 feet (9 meters), regular shape rigid building, no expansion joints, flat terrain and not subjected to special wind condition. An example of these wind pressure increases created by the increase in roof pressure coefficients is illustrated in Table 1. 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 calculations for Zone 1 are shown here, and all remaining zones are summarized in the adjacent tables. Mean . 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. 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. The coefficients for hip roofs are based on the h/B ratio (mean roof height to the building width ratio) and, for roofs with slopes from 27 to 45, the coefficients are a function of the slope. Reprinting or other use of these materials without express permission of NCSEA is prohibited. These pressures follow the normal ASCE 7 convention, Positive pressures are acting TOWARD the surface, and Negative Pressures are acting AWAY from the surface. Horizontal Seismic Design Force (Fp) is defined by the equation 13.3-1 in both ASCE 7-16 and 7-22, however, the formula in 7-22 is significantly different from that in 7-16. Using the same information as before we will now calculate the C&C pressures using this method. ASCE 7-16 states that the design of trucks and busses shall be per AASHTO LRFD Bridge Design Specifications without the fatigue dynamic load allowance provisions. You will receive an email shortly to select your topics of interest. Example of ASCE 7-10 Risk Category II Basic Wind Speed Map. Thus, a Topographic Factor value, Kzt equal to 1.0 is to be used. . Consequently, wind speeds generally decrease across the country, except along the hurricane coastline from Texas to North Carolina. Cart (0) Store; Therefore, the new wind tunnel studies used flow simulations that better matched those found in the full-scale tests along with improved data collection devices; these tests yielded increased roof pressures occurring on the roofs. 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. Table 29.1-2 in the ASCE 7-16 [1] outlines the necessary steps to determining the wind loads on a circular tank structure according to the Main Wind Force Resisting System (MWFRS). Figure 3. Sec 2.62 defines the mean roof height as the average of the roof eave height and the height to the highest point on the roof surface, except that, for roof angles less than or equal to 10 deg, the mean roof height is permitted to be taken as the roof eave height. View More Examples and companion online Excel spreadsheets can be used to accurately and efficiently calculate wind loads . 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). Figure 1. Each of these provisions was developed from wind tunnel testing for enclosed structures. Stringers at elevations 10 m, 6.8 m, and 5.20 m (as shown in Fig. Questions or comments regarding this website are encouraged: Contact the webmaster. Questions or comments regarding this website are encouraged: Contact the webmaster. Abstract. 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. ASCE 7 Hazard Tool. Hip roofs have several additional configurations that were not available in previous editions of ASCE 7. Sign in to download full-size image Figure 2.8. 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. We will first perform the calculations manually, and then show how the same calculations can be performed much easier using the MecaWindsoftware. The component and cladding pressure coefficients, (GCp), for roofs on buildings with an h < 60 feet, have been revised significantly in ASCE 7-16. 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. The seismic load effect s including overstrength factor in accordance with Sections 2.3.6 and 2.4.5 of ASCE 7 where required by Chapters 12, 13, and 15 of ASCE 7. The program calculates wind, seismic, rain, snow, snow drift and LL reductions. Step 6: Determine External Pressure Coefficient (GCp). One new clarification is that the basic design wind speed for the determination of the wind loads on this equipment needs to correspond to the Risk Category of the building or facility to which the equipment provides a necessary service. Chapter 30 of ASCE 7-16 provides the calculation methods for C&C, but which of the seven (7) parts in this section do we follow? Components and cladding for buildingswhich includes roof systemsare allowed to be designed using the Allowable Stress Design (ASD) method. This research was limited to low-slope canopies and only for those attached to buildings with a mean roof height of h < 60 feet. Structures, ASCE/SEI 7-16, focusing on the provisions that affect the planning, design, and construction of buildings for residential and commercial purposes. Don and Cherylyn explained the significant changes to the wind maps and provisions in ASCE 7-16 including the differences between ASCE 7-10 and 7-16 low-rise components and cladding roof pressures. . STRUCTURE magazine is a registered trademark of the National Council of Structural Engineers Associations (NCSEA). The wind loads for solar panels do not have to be applied simultaneously with the component and cladding wind loads for the roof. 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. 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. We have worked this same example in MecaWind, and here is the video to show the process. ), 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.