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Standard Connection Bolts Design Capacities

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

Composite Steel Beam Design Sheet

Steel concrete composite beams consists of a steel beam over which a reinforced concrete slab is cast with shear connectors. ... The basic concept ...

Chequered Plates Design Capacities

Chequer plate also called chequered plate is a plate with a regular pattern of projections on one side, showing diamond or other shapes, with the ...

Cee Section Properties & Design Capacities

Cesarean delivery (C-section) is a surgical procedure used to deliver a baby through incisions in the abdomen and uterus. A C-section might be ...

Angle Section Design Capacities

The angle sections are used as independent sections consisting of one or two or four angles designed for resisting axial forces (tension and ...

Unstiffened Moment Connection ( 2 Bolt Columns ) — For types K, V, S, VA

Moment resisting connections are es- sential to develop frame action in pre- cast buildings. The connections must develop sufficient strength ...

Unstiffened Moment Connection ( 2 Bolt Columns ) — For Type RR, RS, RM, RF

Moment resisting connections are es- sential to develop frame action in pre- cast buildings. The connections must develop sufficient strength to ...

Wind Analysis Based on UBC 1997

A wind analysis is a planning submission requirement, which provides a visual model and a written evaluation of how a proposed development will ...

Wind Analysis for Building with h > 60 ft, Based on ASCE 7-05 / IBC 2006

Wind forces can break the building's load path or punch a hole in the building envelope. Sometimes the actual force of high winds can cause a ...

Array

Wind is essentially the large scale horizontal moment of free air. It plays an important role in the design of tall structures because it exerts ...

Weld Capacity of Eccentric Connection Based on AISC-ASD 9th Edition

An external load whose line of action is parallel but does not coincide with the centroidal axis of the component/structure on which load is applied ...

Wall Pier Design Based on CBC 2001 / IBC 2003 / IBC 2006

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 ...

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