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Sub diaphragm Design Based on ASCE 7-05

situated, occurring, or performed below the diaphragm a sub diaphragmatic abscess sub diaphragmatic vagotomy. In structural engineering, a ...

Wood Shear Wall with an Opening Based on IBC 06 / CBC 07 / NDS 05

Shear walls are wall systems that transfer lateral wind and seismic loads from a roof or floor down to lower levels, and then into the foundation. ...

Perforated Shear Wall Design Based on IBC 06 / CBC 07 / NDS 05

A perforated shear wall segment is a section of shear wall sheathed full height and which meets minimum aspect ratio requirements in the governing ...

Lag Screw Connection Design Based on NDS 2005

Also known as lag bolts, lag screws are one of the toughest construction fasteners in the industry. Lag screws are massive; they are typically ...

Equipment Anchorage to Wood Roof Based on NDS 05 / IBC 06 / CBC 07

Roof anchor points are used to connect lanyards, lifelines, and other forms of tie-off which prevent a worker from falling. Roof anchors can be as ...

Drag / Collector Force Diagram Generator

A drag truss, sometimes referred to as a “collector” truss, is a single- or multi-ply pre-engineered truss designed to “drag,” distribute, and ...

Double Joist Design for Mechanical Equipment Based on NDS 05 / NDS 01, ICC PFC-4354 & PFC-5803

When incorporated into a floor framing system, joists serve to provide stiffness to the subfloor sheathing, allowing it to function as a horizontal ...

Connection Design for Wall & Diaphragm Based on IBC 06 / CBC 07

A Diaphragm Wall is a deep reinforced concrete continuous retaining or cut off structure often used as permanent works on a project. ... They are ...

Wood Beam Design Base on NDS 2005

A wood beam is a structural support made from wood. They are most commonly used in wood frame structures like small houses, although they can be ...

Check Capacity of WF Beam at Opening Based on AISC 360-05

Measure the span of the slab, which is supported by a beam.Measure the span of the beam.Estimate the live load on the slab based on the function of ...

Weld Capacity of Eccentric Connection Based on AISC 360-05

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 ...

Web Tapered Girder Design Based on AISC-ASD 9th, Appendix F

They are another solution that allows services to be accommodated within the structural floor zone. The depth of the girder increases towards ...

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