0: 03-02-2023 by Steven Ray : ASCE 7-22,Table 12.2-1 SFRS confusion. The type of opening protection required, the ultimate design wind speed, Vult, and the exposure category for a site is permitted . In this case the 1/3 rule would come into play and we would use 10ft for the width. Calculate Wind Pressure for Components and Cladding 2) Design the Roof Truss and Purlins per NSCP 2015/AISC 3) . An example of these wind pressure increases created by the increase in roof pressure coefficients is illustrated in Table 1. The first method applies 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. 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. Examples and companion online Excel spreadsheets can be used to accurately and efficiently calculate wind loads . These changes are illustrated in Figure 1. This Table compares results between ASCE 7-10 and ASCE 7-16 based on 140 mph wind speeds in Exposure C using the smallest EWA at 15-foot mean roof height in Zone 2. When calculating C&C pressure, the SMALLER the effective area the HIGHER the wind pressure. To resist these increased pressures, it is expected that roof designs will incorporate changes such as more fasteners, larger fasteners, closer spacing of fasteners, thicker sheathing, increased framing member size, more closely spaced roof framing, or a change in attachment method (e.g., change smooth shank nails to ring shank nails or screws). An additional point I learned at one of the ASCE seminars is that . 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. . Wind loads on Main Wind Force Resisting Systems (MWFRS) are obtained by using the directional procedure of ASCE 7-16, as the example building is an open building. Enclosure Classifications 2. 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. Example of ASCE 7-16 Sloped Roof Component & Cladding Zoning for 7 to 20 degree roof slopes. 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 . The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. 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. Thus starts the time when practicing engineers learn the new provisions of the Standard and how they apply to their practices. Each of these provisions was developed from wind tunnel testing for enclosed structures. 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. 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). Examples and companion online Excel spreadsheets can be used to accurately and eciently calculate wind loads. 26.8 TOPOGRAPHIC EFFECTS 26.8.1 Wind Speed-Up over Hills, Ridges, and Escarpments Wind speed-up effects at isolated hills, ridges, 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. Figure 5. This software calculates wind loads per ASCE 7 "Minimum Design Loads on Buildings and Other Structures." . Design Wind Pressures for Components and Cladding (C&C) . Each of these revisions is intended to improve the safety and reliability of structures while attempting to reduce conservatism as much as possible. STRUCTURE magazine is the premier resource for practicing structural engineers. Examples would be roof deck and metal wall panels. Questions or feedback? Figure 3. These pressures follow the normal ASCE 7 convention, Positive pressures are acting TOWARD the surface, and Negative Pressures are acting AWAY from the surface. 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. Printed with permission from ASCE. Figure 3. Research became available for the wind pressures on low-slope canopies during this last code cycle of the Standard. 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. We are looking at pressures for all zones on the wall and roof. 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. Here are the input and output files associated with these examples: Chapter 30 Part 1: Input File Output PDF File, Chapter 30 Part 4: Input File Output PDF File. View More Step 4: For walls and roof we are referred to Table 30.6-2. The roof zoning for sloped roofs kept the same configurations as in previous editions of the Standard; however, many of the zone designations have been revised (Figure 7). The ASCE 7-16 classification types are Open buildings, Partially Open, Partially Enclosed, and Enclosed buildings. In first mode, wall and parapet loads are in MecaWind can do a lot of the busy work for you, and let you just focus on your inputs and outputs. For each zone, we get the following values: We can then use all of these values to calculate the pressures for the C&C. Contact publisher for all permission requests. 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. Considering all of these effects, a new zoning procedure for low-sloped roofs for buildings with h 60 feet was developed. See ASCE 7-16for important details not included here. In ASCE 7-05, o is not specified and load combinations with o are not used with nonstructural components (including penthouses) The results are for the wall components and cladding in zone 4. STRUCTURE magazine is a registered trademark of the National Council of Structural Engineers Associations (NCSEA). 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. Figure 7. 2017, ASCE7. Other permissible wind design options which do not reflect updated wind loads in accordance with ASCE 7-16 include ICC-600 and AISI S230. A Guide to ASCE - Roofing Contractors Association Of South Florida 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. It engages, enlightens, and empowers structural engineers through interesting, informative, and inspirational content. 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. The 2018 IBC and the referenced Standard are being adopted by a few jurisdictions and will become more widely used in 2019. We will first perform the calculations manually, and then show how the same calculations can be performed much easier using the. Cart (0) Store; Example of ASCE 7-16 low slope roof component and cladding zoning. The analytical procedure is for all buildings and non-building structures. ASCE 7-16 is referenced in the 2018 International Building Code (IBC) for wind loads. Skip to content. In conjunction with the new roof pressure coefficients, it was determined that the existing roof zoning used in ASCE 7-10 and previous editions of the Standard did not fit well with the roof pressure distributions that were found during these new tests for low-slope ( 7 degrees) roof structures. Table 26.9-1 ASCE 7-16 ground elevation factor. 16. 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. Additional Information Definitions ASCE 7 OPEN BUILDING: A building that has each wall at least 80 percent open. Network and interact with the leading minds in your profession. It says that cladding recieves wind loads directly. Engineering Express 308 subscribers Understand the concepts & inputs for the Engineering Express ASCE 7 16- ASCE 7-10 Wall Components & Cladding Design Pressure Calculator. 050-parapets-where-roofs-meet-walls Components and Cladding (C & C) Parapet Wind Load, ASCE 7-16 Figure 30.8-1 . Consequently, wind speeds generally decrease across the country, except along the hurricane coastline from Texas to North Carolina. and components and cladding of building and nonbuilding structures. There is interest at the ASCE 7 Wind Load Task Committee in studying ways to make these changes simpler and reduce possible confusion in the application of C&C provisions for the ASCE 7-22 cycle. Don gave an excellent visual demonstration . Printed with permission from ASCE. 7-16) 26.1.2.2 Components and Cladding. Buried Plastic Reservoirs and Tanks: Out of Sight; But Are They Out of Mind? Because the building is open and has a pitched roof, there . This is the first edition of the Standard that has contained such provisions. Design wind-uplift loads for roof assemblies typically are determined using ASCE 7-16's Chapter 30-Wind Loads: Components and Cladding. The concept of wind pressures for building components has been part of the ASCE 7 standard for a number of years, but the changes to the wind load provisions in ASCE 7-16 provide some new methods that could be used by the practitioner for components and cladding design and new wind speed maps change the design wind speed for all structure . A Monoslope roof with a slope between 3 deg and 10 deg follows Fig 30.3-5A. ASCE 7-16's zone diagram for buildings 60 feet and less has a Zone 1' in the center of the roof area's field and is surrounded by Zone 1. In the 2018 International Residential Code (IRC), ASCE 7-16 is referenced as one of several options where wind design is required in accordance with IRC. The wind loads for solar panels do not have to be applied simultaneously with the component and cladding wind loads for the roof. Enter information below to subscribe to our newsletters. Wind tunnel tests are used 10 predict the wind loads and responses of a structure, structural components, and cladding to a variety of wind c ditions. This condition is expressed for each wall by the equation A o 0.8A g 26.2 . For Wind Direction Parallel To 28m Side Thus, we need to calculate the L/B and h/L: Roof mean height, h = 6.5 mBuilding length, L = 28 mBuilding width, B = 24 mL/B = 0.857h/B = 0.271 Wall Pressure Coefficients, \, and External Pressure, \ 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.. Example of ASCE 7-16 Risk Category IV Basic Wind Speed Map. 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). Questions or comments regarding this website are encouraged: Contact the webmaster. ASCE 7-16 will introduce a fourth enhancement zone for roof attachment, in addition to the traditional industry standard perimeter, corner, and ridge zones used . Apply the ASCE 7 wind provisions to real building types and design scenarios. 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. The most significant reduction in wind speeds occurs in the Western states, which decreased approximately 15% from ASCE 7-10 (Figures 1 and 2). This calculator is for estimating purposes only & NOT for permit or construction. 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. Apply wind provisions for components and cladding, solar collectors, and roof mounted equipment. Wind loads on solar panels per ASCE 7-16. Which is Best? ASCE 7-16 has four wind speed maps, one for each Risk Category and they are also based on the Strength Design method. This will give us the most conservative C&C wind pressure for each zone. With the simplified procedure of ASCE 7, Section 12.14, the seismic load effect s including overstrength factor in accordance with Section 12.14.3.2 and Chapter 2 of ASCE 7 shall be used. Each FORTIFIED solution includes enhancements . determined using ASCE 7 16 s Chapter 30 Wind Loads Components and Cladding ASCE SEI 7 16 Minimum Design Loads and Associated Criteria June 16th, 2018 - ASCE SEI 7 16 Minimum Design Loads and Associated . Experience STRUCTURE magazine at its best! It also has a dead and live load generator. CADDtools.com presents the Beta release of the ASCE 7-16 wind load program to calculate the design pressures for your project. Explain differences in building characteristics and how those differences influence the approach to wind design. There is no audio, it is just a 2.5 minute video showing how you enter Part 1 and then switch to Part 4 for the results. Questions or comments regarding this website are encouraged: Contact the webmaster. As an example, a roof joist that spans 30 ft and are spaced 5 ft apart would have a length of 30 ft and the width would be the greater of 5 ft or 30 ft / 3 = 10 ft. Example of ASCE 7-16 Risk Category II Hawaii effective wind speed map. 2 Wind Design Manual Based on 2018 IBC and ASCE/SEI 7-16 OUTLINE 1. K FORTIFIED Wind Uplift Design Pressure Calculator (ASCE 7-16) Find a Professional. See ASCE 7-16 for important details not included here. Additionally, effective wind speed maps are provided for the State of Hawaii. This limitation was removed in ASCE 7-16, and thus the provisions apply to rooftop equipment on buildings of all heights. In some cases not shown in Table 1, such as for Zone 1, the revised coefficients produce an approximate doubling of roof pressures. 1: 26.7.4.4 Components and Cladding (Chapter 30) Design wind pressures for components and cladding shall be based on the exposure category resulting in the highest wind loads for any wind direction at the site. Expert coverage of ASCE 7-16-compliant, wind-resistant engineering methods for safer, sounder low-rise and standard multi-story buildings Using the hands-on information contained in this comprehensive engineering Page 3/14 March, 04 2023 International Building Code Chapter 16 Part 3. See ACSE 7-10 for important details not included here. The component and cladding pressure coefficients, (GCp), for roofs on buildings with an h < 60 feet, have been revised significantly in ASCE 7-16. The changes recently adopted for use in ASCE 7-16 will be a prominent part of the material. 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. You will receive an email shortly to select your topics of interest. Wall Design Force ASCE 7-16 12.11.1 Inside of building Parapet force to use for designing wall. | Privacy Policy. This value is then multiplied by the value obtained from Fig 30.4-1. This research was limited to low-slope canopies and only for those attached to buildings with a mean roof height of h < 60 feet. Design Example Problem 1a 3. 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. We have worked this same example in MecaWind, and here is the video to show the process. Figure 1. In addition, this chapter assigns buildings and structures to risk categories that are indicative of their intended use. 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. Advanced Topics in the Seismic Design of Non-Building Structures & Non-Structural Components to ASCE 7-10 (AWI080213) Score: 70% Dec 2015 . The two design methods used in ASCE-7 are mentioned intentionally. Abstract. . Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 of ASCE 7 or provisions of the alternate all-heights method in Section 1609.6. Printed with permission from ASCE. When you ask for FORTIFIED, you're asking for a collection of construction upgrades that work together to protect your home from severe weather. Limitations: Building limitations are described in ASCE/SEI 7-16, Section 30.4 (Low-rise building with certain roof configurations and h 60 ft.) It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have shown that the ASCE 7-05 is unconservative when compared to integrated wind tunnel pressure data. Mean . Related Papers. Airfield Pavement Condition Assessment - Manual or Automated? ), 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.