PLAYS A KEY ROLE IN FETCHING APPRECIABLE GOOD RANK. The second is the volumetric concrete mixer. One end is raised slightly. The compressive strength of the cement was approximately 6.9MPa. Portland cement is not a brand name, but the generic term for the type of cement used in virtually all concrete, just as stainless is a type of steel and sterling a type of silver. Figure 8. Prestressed piles are cast on long line beds, shoes and caps, acting as distribution plates, locate the wire or strand. Websplunk hec python example; examples of social psychology in the news; create a burndown chart; world record alligator gar bowfishing; basic microbiology lab techniques For professional version (xlsb/xlsm filename extension), a Package of all 381 listed software, the normal price is $1850 (less than $6 per software). The reinforced concrete member will crack under load. Hollow-core slabs, also known as voided slabs, initially appeared as one-way elements in Europe during the 1950s, and are still commonly manufactured in precast form for applications where fast construction and low self-weight are required. Piles are generally simply reinforced and concrete placement into the open mould face presents little difficulty. Designer's Guide Book to EN1992-1-1. The students will also find the problems put up in this book have detailed solutions with explanations given wherever necessary. Peter A. Claisse, in Civil Engineering Materials, 2016. Alternatively, the voids and mesh may be supplied as a prefabricated module. 8). Since the underside of the slab is flat it may be finished to create an interior ceiling, in contrast to the contoured underside of waffle slabs. Concrete has numerous applications in building construction, but its use for horizontal slabs is limited by its relatively high density which reduces the maximum span. Grewal Book Free Download, [PDF] Estimation and Costing By B.N. The United States uses specifications developed by ASTM International, primarily ASTM C150 Standard Specification for Portland Cement (AASHTO M 85). However, the presence of internal longitudinal steel reinforcement sets strict limits on the dimensions of corner radii (Rochette and Labossiere, 2000). Varying degrees of prefabrication are available, including entire slabs. It was previously the Section 2 Soils and Foundations. If the concrete design strength is 6,000 psi or greater, the initial curing temperature must range from 68 - 78 degrees F. Specimens should be shielded from direct sunlight or radiating heating devices, if used. It is suggested to read the readme file and rules file for notes and quantities sheets to understand how the files are setup. ahmed hamdy. These engineering structures are important for economy and everyday lives. Find your nearest vaccination location at vaccines.gov. PLCs with special properties like moderate heat of hydration or sulfate resistance are also available. This is because the uniform precompression stress induced by prestressing balances the tensile stress induced by external loads; the resulting stress remains a compressive stress throughout the member. Suggestion to Viewers: If youre little serious about your studies, you should never consider eBooks/Books in PDF. For example, by using FEM, TRC structures can be modeled numerically. ASR can be avoided through 1) proper aggregate selection, 2) use of blended cements, 3) use of proper pozzolanic materials and 4) contaminant-free mixing water. [citation needed] The added strength also reduces the acoustic transmittance of the slab for low frequencies. ISBN-13: 9780367865474. The chemical treatment either dissolves the staining substance so it can be blotted up from the surface of the concrete or bleaches the staining substance so it will not show. Figure 6. These voids enable cheaper construction and less environmental impact. ASTM C595 recognizes four classes of blended cements: Blended cements can be tested to verify special properties like low or moderate heat development, and moderate or high sulfate resistance. Kindly Note : For Security purpose (Spam Protections), You need to Verify the below Captcha to Active yourDownloadLink. A simple reinforced concrete structure therefore uses steel in tension, and concrete in compression. BS EN 1992 Eurocode 2: Design of concrete structures; BS EN 1993 Eurocode 3: Design of steel structures; BS EN 1994 Eurocode 4: Design of composite steel and concrete structures; The Eurocodes are issued in numerous Parts, covering all aspects of design. The Example is intended for re-use and is loaded with floating comments as well as ActiveX pull-down menus for variable choices. The book covers 6th and 7th semester topics for engineering However, there are some aggressive materials, such as most acids, that can have a deteriorating effect on concrete. FC structure is very much suitable for precasting units and easy in transport. WebPrestressed Concrete covers the fundamentals of prestressing, systems of prestressing, losses, the ultimate strength of sections in flexure, shear and torsion, anchorage zone stresses, limit state concepts and holistic design of prestressed concrete elements. ), Two Story Moment Frame Analysis using Finite Element Method, X-Braced Frame Analysis using Finite Element Method, Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-22, 10 & 05, Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-22, 10 & 05, Axial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P, Column Deformation Compatibility Design using Finite Element Method, Discontinuous Shear Wall Analysis Using Finite Element Method, Flexible Diaphragm with an Opening Analysis, Handrail Design Based on AISC 360-16 & ACI 318-19, Interior Wall Lateral Forces Based on 2021 IBC / 2022 CBC, Live Load Reduction Based on ASCE 7-22, 2021 IBC / 2022 CBC, Support Design, for New Loads on Existing Roof, Based on ASCE 41-17, AISC 360-16 & ACI 318-19, Shear Wall Analysis for Shear Wall with Opening Using Finite Element Method, Relative Rigidity Determination for Shear Wall with New Opening, Rigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method, Sign Design Based on AISC 360-16, ACI 318-19, and IBC 1807.3, Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-22, 10 & 05, Snow Load Analysis Based on ASCE 7-22, 10, 05, & UBC, Lateral Force for One-Story Wall Based on 2022 CBC, Lateral Force for One-Story Wall Based on 2022 CBC/2021 IBC, High-Rise Structural Embedded Design Based on 2022 CBC/2021 IBC, Wind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube, Lateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7-22, Wind Analysis for Building with h < 60 ft, Based on 2021 IBC/ASCE 7-22, Suspended Ceiling Seismic Loads Based on ASCE 7-22, Wind Analysis for Tornado and Hurricane Based on 2022 CBC/2021 IBC 423 & FEMA 361/320, Stiffness Matrix Generator for Irregular Beam/Column, Lateral Drift Mitigation for Cantilever Column (Monorail Column) using Post-Tensioning, Blast/Explosion Deformation Mitigation for Gravity Column using Post-Tensioning, Wind Design for Rooftop Solar Panels Based on ASCE 7-22, Self-Centering Lateral Frame Design Based on ASCE 7-22, AISC 360-16 & ACI 318-19, General Beam Analysis, including Lateral-Torsional Buckling Length, Wind Analysis for Trussed Tower Based on ASCE 7-22, Post-Tensioned Lateral Frame Analysis using Finite Element Method, Beam Strengthening Analysis Using External Post-Tensioning Systems, Lateral Drift Compatibility Analysis using Finite Element Method, Seismic Analysis for Sloped Flexible Diaphragm, Two-Way Floor Vibration Design Based on The Structural Engineer, Vol. This chapter provides essential insights and key factors to consider for successful theoretical formulation and modeling, based on recent literature. S&P Global in the News S&P Global is a global information company with world-class experts in the pivotal areas shaping today's business landscape: energy, economics, geopolitical risk, sustainability and supply chain management. All Editions of Prestressed Concrete Design to Eurocodes . In the case of reinforced concrete, the component materials are almost always concrete and steel. It is suggested to read the readme file and rules file for notes and quantities sheets to understand how the files are setup. Section 5 Concrete. Textured finishes can vary from a smooth polish to the roughness of gravel. Studies indicated that a certain amount of tensile force is needed to straighten the yarns while casting TRC for achieving better composite action. It is observed that the maximum load-carrying capacity of textile per unit width is around 45kN/m and a slack was observed in the initial textile response (see textile alone response in Fig. Figure 5. Click here to download this map. EasyEngineering is a free Educational site for Engineering Students & Graduates. Cement comprises from 10 to 15 percent of the concrete mix, by volume. In industrialized countries, the major part of infrastructure has been built in the years from 1960 to 1980, thus, they have reached or are reaching a critical age where major maintenance work has to be performed. Figure 14 illustrates the principle. The BONDED wires (tendons) are tensioned prior to the concrete hardening. It may be seen from Fig. Bridge Design and Repair, by Added New Arch, using Finite Element Method, Bridge Column Design Based on AASHTO 17th & ACI 318-19, Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-19, Concrete Tunnel Design Based on AASHTO-17th & ACI 318-19, Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-19, Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-19, Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-16 using Finite Element Method, Flange Tapered Plate Girder Design Based on AISC 360-16, Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-19 & AASHTO 17th, Falsework Design for Steel Girder Bridge Based on NDS 2018 & AASHTO 17th, Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-14, Mounting Design on Concrete Wall/Tunnel Based on FEMA E-74, 2021 IBC, and, Truss Analysis using Finite Element Method, Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-19, Vehicular Barrier Wall Design Based on ASCE 7-22 & ACI 318-19, Footbridge Vibration Design Based on The Structural Engineer, Vol. It is worth noting that, based on the structural design, material, and intended application, theoretical formulations can be established and implemented. Manufacturers often add gypsum and/or limestone during the grinding process. Simple construction technique and less-skilled labor are needed. Principles and practices that improve the chemical resistance of concrete include using a low water-cement ratio, selecting a suitable cement type (such as sulfate-resistant cement to prevent sulfate attack), using suitable aggregates, water and air entrainment. Welcome to EasyEngineering, One of the trusted educational blog. WebThe book focuses on prestressed concrete members including slabs, beams, and axially loaded members and provides computational examples to support current design practice along with practical information related to details and construction with prestressed concrete. [1] This also allows increased weight and/or span, since the self-weight of the slab contributes less to the overall load. The book can be used as an add-on reference to the text books being used by the students. Books by Prab Bhatt. By continuing you agree to the use of cookies. WebPrestressed concrete is widely used in the construction industry in buildings, bridges, and other structures. Ordinary concrete is strong in compression but weak in tension. prestressed concrete books; strength of materials books; structural analysis books; steel structures books; transportation engineering books; water resources (hydrology & irrigation) engineering books; waste water engineering books; civil engineering code books collection. Civilax. WebExtensively illustrated throughout, this invaluable book brings together all aspects of designing prestressed concrete bridge decks into one comprehensive volume. Concept of Prestressed Concrete Part 1 Analysis \u0026 Design of Prestressed Concrete - Excellent Question - 02 - GATE Sol | RCC | CE CE 304-DCS 2-MODULE 6-NUMERICALS ON ANALYSIS OF A minimum-maximum thermometer shall record the temperature of the initial curing period, and then recorded upon retrieval of cylinders. [5], The voids are usually placed in a grid-like arrangement, temporarily supported by a framework which is eventually enveloped in concrete. The Reinforced Concrete Design Handbook. Download Power Electronics By P.S. The raw mix is placed in the high end and as the kiln rotates the materials move slowly toward the lower end. 2022-11-01 | Blog, FEM-Design | FEM-Design Steel Design 3D Book a Demo. Many concrete producers actually over yield by about percent to make sure they aren't short-changing their customers. 3B Bamboo. The reaction forms an alkali-silica gel that swells as it draws water from the surrounding cement paste, thereby inducing pressure, expansion and cracking of the aggregate and surrounding paste. External sources of alkali from soil, deicers and industrial processes can also contribute to reactivity. When purchaser input a single cell value, all section forces/analysis CON-CURRENTLY balanced/updated per structural mechanics. Each spreadsheet contains formulas, reference code sections, and graphic drawings. If you click the filename below and it is opened in your browser instead of asking to "save" or "open" it, you may choose "save as" under "file" to save the file to your local location. However, several forms of fiber-reinforced concrete exist where the fibers are not premixed. For structural roofing and siding made of formed metal sheets, the total load deflection shall not exceed 1/60.For secondary roof structural members supporting formed metal roofing, the live load deflection shall not exceed 1/150. A pre-tensioned Prestressed concrete member is cast in a preformed casting bed. Andres Dela Cueva. All other applications belong to structural concrete where some type of reinforcement is used. If this excess water is worked into the concrete because the finishing operations are begun too soon, the concrete on the surface will have too high a water content and will be weaker and less durable. The ultimate stress of bare textile is around 1400MPa. For clarity purposes, the has many illustrative figures and worked illustrations that improve a students understanding of the subject. Textiles when prestressed show ultimate stress around 900MPa can be experienced, whereas in the case of nonprestressed TRC, the maximum stress experienced is only 400MPa, indicating the underutilization of textiles. Concrete is a mixture of coarse (stone or brick chips) and fine (generally sand and/or crushed stone) aggregates with a paste of binder material (usually Portland cement) and water.When cement is mixed with a small amount of water, it hydrates to form microscopic opaque crystal lattices encapsulating and locking the aggregate into a rigid shape. Other elements include alumina and iron oxide. But if the purchaser wants to update new IBC/CBC Package license, including new software that released from the last purchased date, the purchaser has to pay the upgrading fee within each year). Although the terms cement and concrete often are used interchangeably, cement is actually an ingredient of concrete. This illustrates the low ductility of single filaments. 282. WebThis book is suited for a first course in pre-stressed concrete design offered to senior undergraduate students in civil engineering and postgraduate students in structural engineering. IDM Members' meetings for 2022 will be held from 12h45 to 14h30.A zoom link or venue to be sent out before the time.. Wednesday 16 February; Wednesday 11 May; Wednesday 10 August; Wednesday 09 November Bimbhra PDF Free Download, [PDF] EC6403 Electromagnetic Fields (EF) Books, Lecture Notes, 2marks with answers, Important Part B 16marks Questions, Question Bank & Syllabus, Join EasyEngineering Whatsapp/Telegram Group, For Security purpose (Spam Protections), You need to Verify the below Captcha to Active your, [PDF] Upkar GATE Mathematics By N. K. Singh Book Free Download, If You Think This Materials Is Useful, Please get it legally from the, A GOOD MATERIAL ALONG WITH WELL EXPLAINED TEXTBOOKS. The cement plaster coating was made of a 1:3 volume ratio of Portland cement and sand with water added until a workable consistency was achieved. Design of Reinforced Concrete By Jack C.McCormac and Russell H. Brown. Westarted EasyEngineering as a passion, and now its empowering many readers by helping them to make educational contents from their blog. Therefore, there is no such thing as a cement sidewalk, or a cement mixer; the proper terms are concrete sidewalk and concrete mixer. Check your Email after Joining and Confirm your mail id to get updates alerts. This can yield time savings of up to 40% compared with traditional solid slabs. The hydration process continues over a long period of time. Investigations according to Eurocodes have concluded that voided biaxial slabs may be modelled like solid slabs. October 1, 2022. [citation needed] Another major benefit of the system is its reduction in slab weight compared with regular solid decks. If You think this Study Material/Book is Useful, Please Get It Legally from the publishers & If you feel good Share this Website with Others. midas Civil is the best bridge design software for structural engineers. Biaxial slabs may be marginally cheaper than solid slabs, partly due to the lower mass. [2][5], All voided biaxial slabs incorporate an array of rigid void formers which contain air within the voids. Other forms of structural concrete such as ferrocement, fiber-reinforced concrete, or hybrid composites must be used (Balaguru and Shah 1992, Bentur and Mindess 1990, Naaman 2000). [PDF] Shortcuts in Reasoning (Verbal, Non-Verbal & Analytical) for Competitive Exams [PDF] Fundamentals of Logic Design By Jr. Charles H. Roth, Larry [PDF] Higher Engineering Mathematics By B.S. The closer the steel is to the bottom of the beam, the more efficiently it will take the load. This type of cement has been common internationally for decades but is relatively new to North America. This website utilizes varied software, media tools, files and applications to present or make available varied information. Crushed waste concrete can be used for aggregate in new concrete in place of virgin materials like gravel. Service for all our Engineering & Product Design Solutions continue as normal. The book also covers the topics of rectifiers in extensive detail. [1] However, this is heavily dependent on the particular system, and systems relying on onsite placement of voidformers requires much more labor than solid slabs. This indicates that, until this point, the full potential of the textile is used and beyond which only the elongating ability of the textile is predominantly utilized. Reinforcement in columnReinforcement in column Concrete is strong in compression.Concrete is strong in compression. Typical stressstrain for textiles. Type III cement provides high strength at an early state, usually in a week or less. ), Tables for Wood Post Design Based on NDS 2018, Wood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity, Wood Post, Wall Stud, or King Stud Design Based on NDS 2018, Composite Strong Wall Design Based on ACI 318-19, AISI S100/SI-10 & ESR-3064P, Connection Design for Bending Post at Concrete Column Based on NDS 2018 & ACI 318-19, Curved Wood Member (Wood Torsion) Design Based on NDS 2018, Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2018, 4E-SMF with Wood Nailer Design Based on AISC 358-16 & NDS 2018, Hybrid Member (Wood & Metal) Design Based on NDS 2018, AISI S100 & ESR-3064P, Beam Reinforcement Design by Finite Element Method, Wood Pole or Pile Design Based on NDS 2018, Shear Wall Design, using Laminated Bamboo, Based on NDS 2018, Wood Repair & Protection Design Based on 2016 CEBC, ASCE 41-17, ACI 318-19 & NDS 2018, Shear Wall Design, using 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Connection Design for Column above Beam, Based on AISC Manual & AISC 360-16, Steel Gravity Beam Design Based on AISC 360-16, WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-16, HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-16, Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-16 8ES/4ES & FEMA-350, Typical Bracing Connection Capacity Based on AISC 360-16, Buckling-Restrained Braced Frames Based on AISC 360-16 & AISC 341-16, Bolted Seismic Moment Connection Based on AISC 341-16, 358-16, 360-16 & FEMA-350, Bolted Non-Seismic Moment Connection Based on AISC 341-16, 358-16, 360-16 & FEMA-350, Channel Steel Member Capacity Based on AISC 360-16, Composite Collector Beam with Seismic Loads Based on 2022 CBC / 2021 IBC, Composite Beam Design Based on AISC Manual 9th, Composite Beam Design Based on AISC 360-16 / 2021 IBC / 2022 CBC, Composite Girder Design Based on AISC 360-16 / 2021 IBC / 2022 CBC, Drag Connection Based 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Tube, Pipe, or WF Member Capacity Based on AISC 360-16, T-Shape Member Capacity Based on AISC 360-16, Cantilever Column & Footing Design Based on AISC 360-16, ACI 318-19, and IBC 1807.3, Light Gage Truss Design Based on AISI S100/SI-10 & ESR-3064P, Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-16, Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-16, Beam Connection Design Based on AISC 360-16, Seismic Bi-axial Moment Frame Design Based on AISC 358-16 & ACI 318-19, Bolt Connection Design Based on AISC 360-16, Cantilever Column System (SCCS/OCCS) Design Based on AISC 341-16/360-16 & ACI 318-19, Non-Prismatic Composite Girder Design Based on AISC 360-16 / 2022 CBC / 2021 IBC, Endplate Splice Moment Connection Based on AISC 341-16, 358-16, 360-16 & FEMA-350, Flexure Capacity for Z-Profile Tread and Riser Based on AISC 360-16, Strong-Column Weak-Beam Design Based on AISC 341-16 and AISC 360-16, Thin Composite Beam/Collector Design Based on AISC 360-16 & ACI 318-19, Angle Steel Member Capacity Based on AISC 360-16, Filled Composite Column (FCC) Design for C-SMF/C-IMF/C-OCF Based on ASCE 7-22, AISC 341-16 & ACI 318-19, Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-16, Double-Tee Connection Design for SMF Based on AISC 341-16, 358-16, 360-16, Steel Corbel Design Based on AISC-ASD 9th, Appendix F, Proportions and Stiffeners Design for I-Shaped Member Based on AISC 360-16, Moment Connection Design for Beam to Tube Column Based on AISC 360-16, Prestressed Steel Arch Design Based on 2021 IBC/2022 CBC & AISC 360-16, Web-Tapered Roof Girder Design Based on AISC-ASD 9th Appendix F and 2021 IBC/2022 CBC 1605, Design for Fully Restrained Moment Connection across Girder Based on AISC 360-16, Typical Frame Design of Web Curved Portal Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25, Mono Hip Frame Design of Web Curved Portal Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25, Masonry Shear Wall Design Based on 2022 CBC Chapter A (both ASD and SD), Masonry Shear Wall Design Based on TMS 402-16 & 2021 IBC (both ASD and SD), Fastener Anchorage Design in Masonry Based on TMS 402-16, Masonry Flush Wall Pilaster Design Based on 2022 CBC Chapter A, Masonry Flush Wall Pilaster Design Based on TMS 402-16 & 2021 IBC, Design of Masonry Bearing Wall with Opening Based on TMS 402-16, Design for Bending Post at Top of Wall, Based on TMS 402-16, Development & Splice of Reinforcement in Masonry Based on TMS 402-16 & 2021 IBC & 2022 CBC, Elevator Masonry Wall Design Based on 2022 CBC Chapter A & 2021 IBC, Design for Girder at Masonry Wall Based on TMS 402-16, Masonry Wall Design at Horizontal Bending Based on TMS 402-16, Allowable & Strength Design of Masonry Bearing Wall Based on 2022 CBC Chapter A, Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-16, Masonry Column Design Based on 2022 CBC Chapter A, Masonry Column Design Based on TMS 402-16 & 2021 IBC, Beam to Wall Anchorage Design Based on TMS 402-16, Collector to Wall Connection Design Based on TMS 402-16, Hybrid Masonry Wall Design Based on TMS 402-16, Post-Tensioned Masonry Shear Wall Design Based on TMS 402-16 (LEED Gold), Masonry Shear Wall with Opening Design Using Finite Element Method, Anticipated Cracking Design of Masonry Wall Based on TMS 402-16, Existing Column Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19/TMS 402-16, Existing Wall Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19/TMS 402-16, Design for Grillage Beam Masonry Wall Based on TMS 402-16, Masonry Plate/Shell Element Design (ASD) Based on 2021 IBC & TMS 402-16, Lightly Loaded Column Design Based on TMS 402-16 (UNCRACKED and CRACKED), Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2015 (ADM-I), Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2015 (ADM-I), Aluminum RT Member Capacity Based on Aluminum Design Manual 2015 (ADM-I), Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2015 (ADM-I), Glass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method, P-Delta Effect Analysis by Finite Element Method, Flexural & Axial Design for Custom Metric Bars Based on Linear Distribution of Strain (ACI 318-19), Voided Two-Way Slab Design Based on ACI 318-19, Base Plate and Group Anchors Design Based on ACI 318-19 & AISC 360-16, Anchorage to Pedestal Design Based on ACI 318-19 & AISC 360-16, Circular Column Design Based on ACI 318-19, Concrete Column Design Based on ACI 318-19, Super Composite Column Design Based on AISC 360-16 & ACI 318-19, Special Concrete Shear Wall Design Based on ACI 318-19 & 2022 CBC Chapter A, Ordinary Concrete Shear Wall Design Based on ACI 318-19, Corbel Design Based on 2021 IBC / ACI 318-19, Typical Member Section (Non Deep Beam) Design Based on ACI 318-19, Design for Equipment Anchorage Based on ASCE 7-22 Supplement 1 & 2022 CBC Chapter A, Verify Existing Concrete Shear Wall Based on ASCE 41-17 / 2022 CBC / 2021 IBC, Shear Friction Reinforcing Design Based on ACI 318-19, Pipe Concrete Column Design Based on ACI 318-19, Design of Post-Tensioned Concrete Floor Based on ACI 318-19, Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-19, Voided Section Design Based on ACI 318-19, Concrete Diaphragm in-plane Shear Design Based on ACI 318-19, Seismic Design for Special Moment Resisting Frame Based on ACI 318-19, Special Reinforced Concrete Shear Wall Design Based on ACI 318-19 & 2021 IBC, Suspended Anchorage to Concrete Based on 2021 IBC & 2022 CBC, Wall Pier Design Based on 2022 CBC & 2021 IBC, Design for Concrete Beam with Penetration Based on ACI 318-19, Column Supporting Discontinuous System Based on ACI 318-19, Plate/Shell Element Design Based on ACI 318-19, Concrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity, Concrete Silo / Chimney / Tower Design Based on ASCE 7-22, ACI 318-19 & ACI 313-16, Concrete Beam Design, for New or Existing, Based on ACI 318-19, Anchorage Design, with Circular Base Plate, Based on ACI 318-19 & AISC 360-16, Composite Beam/Collector Design, without Metal Deck, Based on AISC 360-16 & ACI 318-19, Multi-Story Tilt-Up Wall Design Based on ACI 318-19, Composite Moment Connection Design Based on ACI 318-19, Development & Splice of Reinforcement Based on ACI 318-19, Two-Way Slab Design Based on ACI 318-19 using Finite Element Method, Existing Concrete Beam Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19, Existing Concrete Floor Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19, Bearing Wall Design of Insulated Concrete Form (ICF) Based on ACI 318-19 & 2021 IBC, Lintel Design of Insulated Concrete Form (ICF) Based on ACI 318-19 & 2021 IBC, Design for Connection to Wall Based on AISC 360-16 & ACI 318-19, Irregular Section Design of Concrete Beam/Column Based on & ACI 318-19, Single Package License for single user with one computer (one Laptop 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