-
Product on saleMS 2021 Project Professional Windows 1 PC Online key$35.00
-
Windows Server 2019 Online Key$22.00
-
MS Office Visio Professional Windows 1 PC Online Key$20.00 – $35.00
-
Product on saleMS 2019 Project Professional Windows 1 PC Online key$22.00
-
McAfee LiveSafe Internet Security Antivirus 1 PC – 10 YEARS – Key$29.00
-
Office Professional 2016 – Lifetime License Key – 1PC$18.00
-
Product on saleOffice Professional 2021 – Lifetime License Key – 1PC$35.00
-
Product on saleWindows 11 Pro Key [ Retail License Key – Online Activation ]$22.00
-
Office 365 Pro Plus + Windows 10 Pro License [ Offer]$28.00
-
Office 2019 Professional Plus For Windows – Lifetime License Key – 1PC$25.00
-
Product on saleWindows 10 Professional [ Online Activation ]$16.00
-
Office 365 lifetime License for 5 Devices PC and Mac office 365 Pro Plus (100% online activation Account+Password)$15.00
The shear and combined shear and torsion provisions of the AASHTO LRFD (2008) Bridge Design Specifications, as well as simplified AASHTO procedure for prestressed and non-prestressed reinforced concrete members were investigated and compared to their equivalent ACI 318-08 provisions. Response-2000, an analytical tool developed based on the Modified Compression Field Theory (MCFT), was first validated against the existing experimental data and then used to generate the required data for cases where no experimental data was available. Several normal and prestressed beams, either simply supported or continuous were used to evaluate the AASHTO and ACI shear design provisions In addition, the AASHTO LRFD provisions for combined shear and torsion were investigated and their accuracy was validated against the available experimental data. These provisions were also compared to their equivalent ACI code requirements. The latest design procedures in both codes propose exact shear-torsion interaction equations that can directly be compared to the experimental results by considering all ? factors as one. In this comprehensive study, different over-reinforced, moderately-reinforced, and under-reinforced sections with high-strength and normal-strength concrete for both solid and hollow sections were analyzed. The main objectives of this study were to: ? Evaluate the shear and the shear-torsion procedures proposed by AASHTO LRFD (2008) and ACI 318-08 ? Validate the code procedures against the experimental results by mapping the experimental points on the code-based exact interaction diagrams ? Develop a MathCAD program as a design tool for sections subjected to shear or combined shear and torsion
-
ChatGPT PLUS Subscription$7.00
-
ESET NOD32 Antivirus 1 Year License$35.00
-
Course Hero Account 📗1 month$10.00
-
General Software Collection | Request books, Codes, Research Articles | Request Software on Demand$3.00 – $25.00
-
Vmware Workstation 16 Pro Lifetime License$150.00 – $199.00
-
Lumion 12.5 | 12 |11.5 Pro Full (Lifetime) – Include Installation Tutorial$10.00 – $25.00
-
Adobe Acrobat Pro DC 2023 | 2022 | 2021 | 2020 | Latest Full Version | Lifetime$10.00 – $15.00
-
Sketch Up Pro 2023 | 2022 | 2021 Full Package Bundle + Vray 6 + Enscape 3.4 + Thea Render 3.5 [Lifetime & Full]$10.00 – $20.00
-
Adobe 2023 | 2022 Full Collection$25.00 – $30.00
-
Autodesk 2024 | 2023 | 2022 | 2021 Collection on Your Email id$13.00 – $85.00
-
Product on saleProWritingAid account 1 Year | LifeTime | Premium Account$30.00
-
Product on saleChegg Subscription Account 📗1 month$17.00
-
KASPERSKY Total Security 2021 | 1 Device | Global Key$25.00