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Transfer of Horizontal Force at Base of Column
Design for Transfer of Horizontal Force at Base of Column where The Footing Surface is not Intentionally Roughened as per ACI 318-11 Chapter 12
Concrete Design - English - ACI 318
Tension Controlled Limit for Prestress Members
Tension Controlled Limit for Prestressed Flexural Member as per ACI 318-11 Chapters 10 & 18
Concrete Design - English - ACI 318
Single Headed Anchor Near to Edge
Design a Single Headed Anchor Bolt in Shear Near an Edge as per ACI 318-11 Appendix D
Concrete Design - English - ACI 318
Single Headed Anchor in Tension
Design a Single Headed Anchor Bolt in Tension Away from Edges as per ACI 318-11 Appendix D
Concrete Design - English - ACI 318
Single Adhesive Anchor in Tension Away from Edges
Design a Single Adhesive Anchor in Tension Away from Edges as per ACI 318-11 Appendix D
Concrete Design - English - ACI 318
Shear Strength at Column Support
Shear Strength of Slab at Column Support as per ACI 318-11 Chapter 11
Concrete Design - English - ACI 318
Shear Reinforcement at Opening
Check Shear Reinforcement at Opening as per ACI 318-11 Chapter 11
Concrete Design - English - ACI 318
Shear Reinf Section Subject to Shear&Axial Tension
Design of Shear Reinforcement for Section Subject to Shear & Axial TensionAs per ACI318-11 Chapter 11
Concrete Design - English - ACI 318
Shear Reinf Section Subject to Shear&Axial Compr
Design of Shear Reinforcement for Section Subject to Shear & Axial CompressionAs per ACI318-11 Chapter 11
Concrete Design - English - ACI 318
Shear Reinf for Section Subject to Shear & Flexure
Design of Shear Reinforcement for Section Subject to Shear & Flexure as per ACI318-11 Chapter 11
Concrete Design - English - ACI 318
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