and components and cladding of building and nonbuilding structures. 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. 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. Figure 3. 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 . 2 Wind Design Manual Based on 2018 IBC and ASCE/SEI 7-16 OUTLINE 1. There are also many minor revisions contained within the new provisions. In the context of a building design, a parapet is a low protective wall along the edge of a roof. 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). We just have to follow the criteria for each part to determine which part(s) our example will meet. Fortunately, there is an easier way to make this conversion. 050-parapets-where-roofs-meet-walls Components and Cladding (C & C) Parapet Wind Load, ASCE 7-16 Figure 30.8-1 . S0.05 level B2 - ASCE 7 15.7.6 - Calcs B-8 - Please clarify how the tank walls have been designed for . Contact publisher for all permission requests. As you can see in this example, there are many steps involved and it is very easy to make a mistake. Examples of components are girts & purlins, fasteners. STRUCTURE magazine is a registered trademark of the National Council of Structural Engineers Associations (NCSEA). Therefore this building is a low rise building. Figure 1. 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 . 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. Wind Loading Analysis MWFRS and Components/Cladding. 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. Because the building is open and has a pitched roof, there . Examples of ASCE 7-16 roof wind pressure zones for flat, gable, and hip roofs. Figure 4. Referring back to Table 30.6-2, it indicates in note 5 that when Fig 30.4-1 applies then we must use the adjustment factor Lambda for building height and exposure. The first method applies See ASCE 7-16 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. Read Article Download. 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. Other permitted options based on ASCE 7-16 include the 2018 IBC and the 2018 Wood Frame Construction Manual (WFCM). S0.01 - Please provide the wind pressure study and the components and cladding study in the permit submittal. STRUCTURE magazine is the premier resource for practicing structural engineers. Quality: What is it and How do we Achieve it? Printed with permission from ASCE. ASCE 7 has multiple methods for calculating wind loads on a Parapet. Wind loads on components and cladding on all buildings and other structures shall be designed using one of the following procedures: 1. Note that for this wind direction, windward and leeward roof pressures (roof surfaces 1 and 2) are calculated using = 36.87 and = 0 for roof surfaces 3 and 4. 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. See ACSE 7-10 for important details not included here. 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. 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. This is considered a Simplified method and is supposed to be easier to calculate by looking up values from tables. Design Example Problem 1a 3. (Note: MecaWind makes this adjustment automatically, you just enter the Width and Length and it will check the 1/3 rule). To be considered a low rise, the building must be enclosed (this is true), the h <= 60 ft [18] (this is true) and the h<= least horizontal width. 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. MecaWind can do a lot of the busy work for you, and let you just focus on your inputs and outputs. Contact [email protected] . 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. There is a definition of components and cladding in the commentary to ASCE 7-95. Each FORTIFIED solution includes enhancements . Figure 2. 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. The 2018 IBC and the referenced Standard are being adopted by a few jurisdictions and will become more widely used in 2019. An updated study of the wind data from over 1,000 weather recording stations across the country was completed during this last cycle. In first mode, wall and parapet loads are in 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. 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. 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. Program incorporates all roof types and combinations defined in ASCE 7-05 or ASCE 7-10/16, Chapters 27-28. Step 1: The Risk Category is determined from Table 1.5-1 [1] based on the use or occupancy of the building. 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. STRUCTURE USING Designer RCDC g per NSCP 2015/ASCE 7-10 C 360-10 by LRFD Method to STAAD ncrete Designer RCDC. ASCE 7-16 FORTIFIED Wind Uplift Design Pressure Calculator for Residential Roof Coverings (2:12 or Greater)1,2,3. One method applies specifically to a low-sloped roof (less than 7 degrees) (Figure 5) and the second method applies to any roof slope where solar panels are installed parallel to the roof. Table 2. Reprinting or other use of these materials without express permission of NCSEA is prohibited. . View More 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. . Explain differences in building characteristics and how those differences influence the approach to wind design. Printed with permissionfrom ASCE. The new ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures (Standard) is adopted into the 2018 International Building Code (IBC) and is now hitting your desks. Read Article Download. Using the same information as before we will now calculate the C&C pressures using this method. This condition is expressed for each wall by the equation A o 0.8A g 26.2 . Design Project 15 Out-of-Plane Loading: Wind Loading Parapet Design Force (ASCE 7-16) . Advanced Topics in the Seismic Design of Non-Building Structures & Non-Structural Components to ASCE 7-10 (AWI080213) Score: 70% Dec 2015 . Design wind-uplift loads for roof assemblies typically are determined using ASCE 7-16's Chapter 30-Wind Loads: Components and Cladding. Printed with permission from ASCE. 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. . 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. STRUCTURE magazine is a registered trademark of the National Council of Structural Engineers Associations (NCSEA). Limitations: Building limitations are described in ASCE/SEI 7-16, Section 30.4 (Low-rise building with certain roof configurations and h 60 ft.) Determining Wind Loads from the ASCE 7-16. As illustrated in Table 2, the design wind pressures can be reduced depending on location elevation, wind speed at the site location, exposure and height above grade, and roof shape. Major revisions to ASCE 7-16 that affect the wind design of buildings have been highlighted. Case 2: 75% wind loads in two perpendicular directions with 15% eccentricity considered separately. Carlisle SynTec Systems is a division of Carlisle Construction Materials, a wholly owned subsidiary of Carlisle Companies (NYSE: CSL) Carlisle Wall Design Force ASCE 7-16 12.11.1 Inside of building Parapet force to use for designing wall. Sign in to download full-size image Figure 2.8. 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 . Component and cladding (C&C) roof pressures changed significantly in ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures. This means that if a cooling tower is located on an administration building (Risk Category II) of a hospital but serves the surgery building (Risk Category IV) of the hospital, the wind loads determined for the cooling tower would be based on the Risk Category IV wind speed map. A Guide to ASCE - Roofing Contractors Association Of South Florida 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. All materials contained in this website fall under U.S. copyright laws. 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. 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. New provisions have been added to determine the wind pressures on canopies attached to the sides of buildings. Printed with permission from ASCE. Click below to see what we've got in our regularly updated calculation library. 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. This factor provides a simple and convenient way to adjust the velocity pressure in the wind pressure calculations for the reduced mass density of air at the building site. Experience STRUCTURE magazine at its best! Examples would be roof deck and metal wall panels. See ASCE 7-16 for important details not included here. 0. Stringers at elevations 10 m, 6.8 m, and 5.20 m (as shown in Fig. Additionally, effective wind speed maps are provided for the State of Hawaii. The calculations for Zone 1 are shown here, and all remaining zones are summarized in the adjacent tables. Case 3: 75% wind loads in two perpendicular directions simultaneously. Code Search Software. 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. We are looking at pressures for all zones on the wall and roof. Two methods for specific types of panels have been added. Components and cladding for buildingswhich includes roof systemsare allowed to be designed using the Allowable Stress Design (ASD) method. Referring to this table for a h = 40 ft and Exposure C, we get a Lambda value of 1.49. Figure 5. 2017, ASCE7. In Equation 16-16, . Also, a small revision was made to the hurricane wind speeds in the Northeast region of the country based upon updated hurricane models. For each zone, we get the following values: We can then use all of these values to calculate the pressures for the C&C. 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. Questions or feedback? . This research was limited to low-slope canopies and only for those attached to buildings with a mean roof height of h < 60 feet. Donald R. Scott is Senior Principal at PCS Structural Solutions, SEI President-elect, and chairs the SEI Codes and Standards Executive Committee. Wind Loads - Components and Cladding Calculator to ASCE 7-16 Easy to use online Wind Loads - Components and Cladding engineering software for American Standards. 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. We will first perform the calculations manually, and then show how the same calculations can be performed much easier using the. They also covered the wind chapter changes between ASCE 7-16 and 7-22 including the tornado provisions. See ASCE 7-16 for important details not included here. Engineering Materials. 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. CALCULATOR NOTES 1. Why WLS; Products; Videos; About Us; FAQ; Contact; . 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. 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. In order to calculate the wind pressures for each zone, we need to know the effective area of the C&C. 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. Research became available for the wind pressures on low-slope canopies during this last code cycle of the Standard. For the wall we follow Figure 30.3-1: For 10 sq ft, we get the following values for GCp. It also has a dead and live load generator. When you ask for FORTIFIED, you're asking for a collection of construction upgrades that work together to protect your home from severe weather. 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. ASCE 7-16 Gable Roof Coefficients 20- to 27-degree slope. 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. The results are for the wall components and cladding in zone 4. Zone 2 is at the roof area's perimeter and generally is wider than . 7-16) 26.1.2.2 Components and Cladding. This separation was between thunderstorm and non-thunderstorm events. New additions to the Standard are provisions for determining wind loads on solar panels on buildings. These tests established that the zoning for the roof on these low-slope roof structures was heavily dependent on the building height, h, and much less dependent on the plan dimensions of the building. The adjustment can be substantial for locations that are located at higher elevations. ASCE 7-16 is referenced in the 2018 International Building Code (IBC) for wind loads. Terms and Conditions of Use 2.8 ). Questions or comments regarding this website are encouraged: Contact the webmaster. . Structures, ASCE/SEI 7-16, focusing on the provisions that affect the planning, design, and construction of buildings for residential and commercial purposes. Reference the updated calculations B pages 7 to 15. CADDtools.com presents the Beta release of the ASCE 7-16 wind load program to calculate the design pressures for your project. An example of these wind pressure increases created by the increase in roof pressure coefficients is illustrated in Table 1. 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. We have worked this same example in MecaWind, and here is the video to show the process. The most significant reduction in wind speeds occurs in the Western states, which decreased approximately 15% from ASCE 7-10 (Figures 1 and 2). Each of these revisions is intended to improve the safety and reliability of structures while attempting to reduce conservatism as much as possible. See ASCE 7-16 for important details not included here. The added pressure zones and EWA changes have complicated the application of these changes for the user. 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 reduced pressures for hip roofs in ASCE 7-16 are finally able to be demonstrated in Table 2; the design premise for hip roofs has always suggested this roof shape has lower wind pressures, but the C&C tables used for design did not support that premise until this new ASCE 7-16 edition. | Privacy Policy. Printed with permission from ASCE. ASCE Collaborate is updating to a new platform. Join the discussion with civil engineers across the world. Users can enter in a site location to get wind speeds and topography factors, enter in building parameters and generate the wind pressures. 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 . Printed with permissionfrom ASCE. Wind Load Calculators per ASCE 7-16 & ASCE 7-22 . Comparative C&C negative pressures, 140 mph, 15-foot mean roof height, Exposure C. There are several compensating changes in other wind design parameters that reduce these design pressures in many parts of the country. Before linking, please review the STRUCTUREmag.org linking policy. Table 1. Senior Code Compliance Engineer PGT Custom Windows + Doors f ASCE 7-16 Simplified Language for Effective Wind Area (Chapter 26 Commentary): Current language in ASCE 7-10: For typical door and window systems supported on three or more sides, the effective wind area is the area of the door or window under 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. As described above, revised roof construction details to accommodate increased roof wind pressures include revised fastener schedules for roof sheathing attachment, revised sheathing thickness requirements, and framing and connection details for overhangs at roof edge zones.. 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. In this case the 1/3 rule would come into play and we would use 10ft for the width. Research is continuing on sloped canopies, and the Committee hopes to be able to include that research in the next edition of the Standard. 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. Using Method 1: Simplified Procedure (Section 6.4) Civil Engineering Resources. The type of opening protection required, the ultimate design wind speed, Vult, and the exposure category for a site is permitted . In ASCE 7-05, o is not specified and load combinations with o are not used with nonstructural components (including penthouses) Wind speeds in the Midwest and west coast are 5-15 mph lower in ASCE 7-16 than in ASCE 7-10. Wind Design for Components and Cladding Using ASCE 7-16 (AWI050817) CEU:0.2 On-Demand Webinar | Online Individual (one engineer) Member $99.00 | Non-Member $159.00 Add to Cart Tag (s) Architectural, Structural, On-Demand, On-Demand Webinar Description View Important Policies and System Requirements for this course. You will receive an email shortly to select your topics of interest. ASCE 7 Hazard Tool. Free Chapter 26 Section 2 Us History Answer PDF ePub Mobi. Sketch for loads on the pipe rack for Example 1. The component and cladding pressure coefficients, ( GCp ), for roofs on buildings with an h < 60 feet, have been revised significantly in ASCE 7-16. STRUCTURE magazine is the premier resource for practicing structural engineers. We will first perform the calculations manually, and then show how the same calculations can be performed much easier using the MecaWindsoftware. 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. If we calculate the Component and Cladding wind pressure for an exterior wall of a building located in USA Zip Code 32837, we find the . WIND LOADING ANALYSIS - MWFRS and Components/Cladding. Terms and Conditions of Use The ASCE7-16 code utilizes the Strength Design Load also called (LRFD Load Resistance Design Load) method and the Allowable Stress Design Load (ASD) method. 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 . Comparative C&C negative pressures for select locations, 15-foot mean roof height, Exposure B, Zone 2 or 2r (20- to 27-degree slope). Printedwith permission from ASCE. MWFRS and components and cladding Wind load cases Example - low-rise building - Analytical method 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). Printed with permission from ASCE. This software calculates wind loads per ASCE 7 "Minimum Design Loads on Buildings and Other Structures." . Wind loads on solar panels per ASCE 7-16. . Examples and companion online Excel spreadsheets can be used to accurately and eciently calculate wind loads. 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. Example of ASCE 7-16 Risk Category IV Basic Wind Speed Map. 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 ASCE 7-16 classification types are Open buildings, Partially Open, Partially Enclosed, and Enclosed buildings. Example of ASCE 7-16 low slope roof component and cladding zoning. 1609.1.1 Determination of Wind Loads. Figure 3. Attachments shall be designed to resist the components and cladding loads determined in accordance with the provisions of ASCE 7, . ASCE 7-16 has four wind speed maps, one for each Risk Category and they are also based on the Strength Design method. This is the first edition of the Standard that has contained such provisions. Apr 2007 - Present 16 years. 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. 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. Analytical procedures provided in Parts 1 through 6, as appropriate, of . Network and interact with the leading minds in your profession. Chapter 30 Part 4 was the other method we could use. Thus, the roof pressure coefficients have been modified to more accurately depict roof wind pressures. 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. 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. Reprinting or other use of these materials without express permission of NCSEA is prohibited. 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.. This calculator is for estimating purposes only & NOT for permit or construction. The wind speeds in the northern Great Plains region remain approximately the same as in ASCE 7-10. Most of the figures for C&C start at 10 sq ft [0.9 sq m] and so for the purpose of this example we will consider an effective area of 10 sq ft for all wall and roof wind zones. Since our Roof Angle (4.76 Deg) <= 10 Deg, then we can take h as the eave height (EHt). Calculation and Applying Design Wind Loads on Buildings Using the Envelope Procedure of ASCE 7-10, Calculation and Applying Design Wind Loads on Buildings Using the Envelope Procedure of ASCE 7-16, Calculation and use of Time Concentration, Change and Claim Management resulting from the COVID-19 Pandemic, Changes to the Nonbuilding Structures Provisions in ASCE 7-10, Changes to the Nonbuilding Structures Provisions in ASCE 7-16, Chasing the Automobile - History of Pavement Design and Construction in the United States, Citizen Traffic-Related Requests - A Correspondence Guide for Working with Residents, Communication Skills On-Demand Webinar Package, Complete Streets and Pavement Preservation-Linking Planning and Public Works for Better Communities and Better Infrastructure, Complying with the MUTCD - Traffic Signing for Horizontal Curves, Computational Geotechnics Technical Committee Presentation on Numerical Analysis of Case Histories in Geotechnical Engineering, Concrete and Masonry Structures On-Demand Webinar Package, Condition Evaluation of Existing Structures - Concrete and Steel, Condition Evaluation of Existing Structures - Masonry and Wood, Connected Automated Vehicles Past, Present and Future, Connected Vehicles, Smarter Cities, & Modern Signal Timing - How Traffic Engineering Strategies Will Change in the Years Ahead, Connection Solutions for Wood Framed Structures, Construction and Management of Sidewalks and Recreational Trails, Construction Inspection of Geosynthetic Reinforced Mechanically Stabilized Earth (MSE) Walls, Construction Manager/General Contractor (CM/GC) Contracting in Transportation Infrastructure Programs, Continuous Pavement Deflection Testing and Its Implementation in Pavement Management, Contributors to Speed and Considerations for Speed Management, Cost Justification for Sustainable and Resilient Infrastructure: Data Driven Economic Analysis for Project Decision Support - Part I, Cost Justification for Sustainable and Resilient Infrastructure: Data Driven Economic Analysis for Project Decision Support - Part II, Cost-Effective Assessment of Pavement Condition, Culvert Design for Fish Passage - Concepts and Fundamentals, Culvert Design for Fish Passage - Design Steps and Examples, Curtainwall Primer for Design Professionals, Decentralized Recharge and Reuse - Innovative Wastewater Systems, Deflection Calculation of Concrete Floors, Delegation - Improve Your and Their Productivity, Design of Building Foundations - Practical Basics, Design of Building Structures for Serviceability, Design of Foundations for Coastal Flooding, Design of Foundations for Equipment Support, Design of Geomembranes for Surface Impoundments (Ponds, Reservoirs, etc.

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