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Basement Concrete Wall Design Based on ACI 318-05

Basement walls and design differ from other structural walls because in the basement inside of wall have living space and earth filling on the ...

Basement Column Supporting Lateral Resisting Frame Based on CBC 2001/ ACI 318-05

Whether your basement columns and beams are made of steel or wood, they were designed to support the weight of the home above. These columns ...

Wall Pier Design Based on CBC 2001 / UBC 1997

Wall pier design is performed at the top and bottom of each pier. Thus, for. wall pier P2 at the Roof level, design is performed at the top and ...

Tilt-up Panel Design based on ACI 318 – 02

Reinforced Concrete Tilt-Up Wall Panel Analysis and Design (ACI 551) Tilt-up is form of construction with increasing popularity owing to its ...

Suspended Anchorage to Concrete Based on IBC 2003

In suspension bridges, large main cables (normally two) hang between the towers and are anchored at each end to the ground. ... The tension on the ...

Seismic Design for Special Moment Resisting Frame Based on ACI 318-02

Reinforced concrete special moment frames are used as part of seismic force-resisting systems in buildings that are designed to resist earthquakes. ...

Concrete Slab Capacity Based on ACI 318-02 / CBC 2001

Loads on the RCC Slab. Self-weight= concrete unit weight * Volume of concrete. = 24 * 0.1= 2.4 KN/m2 ...Loads on the Beam. Self-weight= ...

Shear Wall Design Based on ACI 318-02

In structural engineering, a shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind ...

Shear Wall Design Based on ACI 318-95 / CBC 2001

In structural engineering, a shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind and ...

Slab Punching Design Based on ACI 318-02

Punching shear is a type of failure of reinforced concrete slabs subjected to high localized forces. In flat slab structures this occurs at column ...

Design of Post-Tensioned Concrete Floor Based on ACI 318-02

Post-Tensioned Designer is a computer program for the design and analysis of linear post-tensioned concrete floor systems. The program is developed ...

Shear & Torsion Design for Prestressed Member

Torsion on structural elements may be classified into two types; statically determinate, and statically indeterminate. ... Shear stresses due to ...

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