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Live Load Reduction Based on IBC 2006 / CBC 2007

Live load reduction factors are a function of the area associated with the loads acting on a member. In calculating the reduction for a given load, ...

Formulas of Moment Resisting Frame at Bottom Fixed Condition

Moment-resisting frame is a rectilinear assemblage of beams and columns, with the beams rigidly connected to the columns. Resistance to lateral ...

Interior Wall Lateral Forces Based on IBC 06 / CBC 07

Interior walls and partitions that exceed 6 feet (1829 mm) in height, including their finish materials, shall have adequate strength and stiffness ...

Handrail Design Based on AISC 360-05 & ACI 318-05

A handrail is a rail that is designed to be grasped by the hand so as to provide stability or support. Handrails are commonly used while ascending ...

Flexible Diaphragm with an Opening

Diaphragms shall be considered flexible for the purposes of this paragraph when the maximum lateral deformation of the diaphragm is more than two ...

Flexible Diaphragm Analysis

Diaphragms are classified as flexible or rigid depending on how they distribute loads to the frames/walls. Flexible diaphragms are not capable of ...

Discontinuous Shear Wall Analysis Using Finite Element Method

The most common example is a discontinuous shear wall or braced frame. The element is not continuous to the foundation but stops at an upper level. ...

Column Deformation Compatibility Design using Finite Element Method

All structural framing elements and their connections not required by design to be part of the lateral force-resisting system shall be designed ...

Axial Capacity of 1 1/2″ Type “B” Roof Deck Based on ICBO ER-2078P

The roof deck is the roofing material between the structural components (the trusses and joists) and the insulation and weatherproofing layers (roof ...

Footing Design of Shear Wall Based on ACI 318-05

While columns and load-bearing walls keep buildings standing up, carrying the compression load of the structure down to its foundation, the shear ...

UnderGround Well Design Based on ACI 318-05

Basically, a well is a hole drilled into the ground to access water contained in an aquifer. A pipe and a pump are used to pull water out of the ...

Temporary Tank Footing Design Based on ACI 318-05

Temporary Tank Footing Design Based on ACI 318-05 There are several types of tanks, e.g., above-ground, flat-bottomed, cylindrical tanks for the ...

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