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8-Bolted Stiffened End Plate for SMF Based on AISC 341-05, 358-05, 360-05 & FAMA-350

The eight bolt stiffened (8ES) EEP connection is one of the prequalified moment connections in the AISC 358 standard for special moment frames ...

Seismic Design for Buckling-Restrained Braced Frames Based on AISC 360-05 & AISC 341-05

Buckling-restrained Braced Frames (BRBF) are a new and effective Seismic Load Resisting System (SLRS) for engineers designing buildings for ductile ...

Bracing Connection Capacity at Middle of Beam Based on AISC Manual 13th Edition (AISC 360-05)

A beam or column that relies on adjacent structural members for support is braced in a lean-on system. Structural members that are tied or linked ...

Bolts Connection Design Based on AISC Manual 13th Edition

Bolted joints are one of the most common elements in construction and machine design. They consist of fasteners that capture and join other parts, ...

Simply Supported Beam Design with Torsional Loading Based on AISC Manual 9th

Torsion in beams arises generally from the action of shear loads whose points of application do not coincide with the shear centre of the beam ...

Steel Beam Design with Gravity Loading Based on AISC Manual 13th Edition (AISC 360-05)

DESIGN OF STEEL BEAMS. BEAMS Beams span between supports to carry loads which are resisted by bending and shear. However, deflections and local ...

Beam Connection of Conventional Configuration Based on AISC Manual 13th Edition (AISC 360-05)

Steel beam connections are categorized into two groups namely framed and seated connections. Which of the following connections can be used for ...

WF Base Plate Design Based on AISC Manual 13th Edition (AISC 360-05)

You are required to design a WF section steel column W12x106 (d=12.89 in and b-12.22 in.) at the first floor and its base plate. Assume that the ...

Angle Steel Member Capacity Based on AISC 360-05

Steel Angles are the most basic type of roll-formed steel. They are formed by bending a single angle in a piece of steel. Angle Steel is 'L' shaped; ...

“Anchor Bolt (318-08)” — Embedment Strength per ACI 318-08 Appendix D

"Anchor Bolt(318-08).xls" is a MS-Excel spreadsheet workbook for the analysis of anchor bolt anchorage perACI 318-08, Appendix D. The spreadsheet is ...

Masonry Shear Wall Design Based on IBC 2006 / ACI 530-05

Shear walls are the main seismic force-resisting elements in a reinforced masonry building. Depending on the aspect ratio, reinforcement ...

Masonry Shear Wall Design Based on CBC 2007 Chapter A

Shear walls are the main seismic force-resisting elements in a reinforced masonry building. Depending on the aspect ratio, reinforcement details, ...

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