Civil MDC

December 3, 2021

Design of Column Supporting Discontinuous System Based on IBC 2003 / CBC 2001 3

Design of Column Supporting Discontinuous System Based on IBC 2003 / CBC 2001

A column, in general, may be defined as a member carrying direct axial load which causes compressive stresses of such magnitude that these stresses largely control its design. A column or strut is a compression member, the effective length of which exceeds three times the least lateral dimension.

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Single Tension Fastener Away from Edges Based on ACI 318-02 5

Single Tension Fastener Away from Edges Based on ACI 318-02

A single tension-loaded chemical fastener with M18 threaded rod is embedded in 32 MPa cracked concrete, 200 mm thick slab. The fastener has an effective embedment depth, het = 120mm and is located close to edge, c= 80 mm as shown below. Determine characteristic strength of the fastener based on concrete cone capacity. – Determine

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Wall Pier Design Based on CBC 2007 / IBC 2003 / IBC 2006 7

Wall Pier Design Based on CBC 2007 / IBC 2003 / IBC 2006

In general, it is an upright support for a structure or superstructure, but it can also refer to the sections of load-bearing structural walls between openings and different types of column. Piers are most commonly made of concrete, masonry or treated timber, and installed into prepared holes or shafts.

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Two-Way Slab Design Based on ACI 318-05 using Finite Element Method 8

Two-Way Slab Design Based on ACI 318-05 using Finite Element Method

A two-way slab is a slab that is supported on all its four sides by beams. The supports carry the loads along both directions of the slab. Hence, it is called a two-way slab. If the longer span of the slab is ly and the shorter span is lx, then if it is a two-way slab, ly/lx

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Special Reinforced Concrete Shear Wall Design Based on ACI 318-05 / IBC 06 11

Special Reinforced Concrete Shear Wall Design Based on ACI 318-05 / IBC 06

Special reinforced concrete shear walls are walls conforming to the requirements of ACI 318 for special reinforced concrete structural walls or special precast structural walls. This current article discusses one of the most significant technical changes – located in the seismic design provisions for special or specially detailed shear walls, which are the only shear walls that

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Special Reinforced Concrete Shear Wall Design Based on ACI 318-05 / CBC 2007 Chapter A 12

Special Reinforced Concrete Shear Wall Design Based on ACI 318-05 / CBC 2007 Chapter A

Special reinforced concrete shear walls are walls conforming to the requirements of ACI 318 for special reinforced concrete structural walls or special precast structural walls. This current article discusses one of the most significant technical changes – located in the seismic design provisions for special or specially detailed shear walls, which are the only shear walls that

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Seismic Design for Special Moment Resisting Frame Based on ACI 318-05 13

Seismic Design for Special Moment Resisting Frame Based on ACI 318-05

Reinforced concrete special moment frames are used as part of seismic force-resisting systems in buildings that are designed to resist earthquakes. … Special proportioning and detailing requirements result in a frame capable of resisting strong earthquake shaking without significant loss of stiffness or strength

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Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-05 14

Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-05

Shear strength of a slab that resists flexural forces in two orthogonal directions around a column (flat plates, footings and pile caps), is evaluated as the shear strength of a prism located at a distance of half the slab depth d from the faces of the column.

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Ordinary Reinforced Concrete Shear Wall Design Based on ACI 318-05 / IBC 06 / CBC 07 17

Ordinary Reinforced Concrete Shear Wall Design Based on ACI 318-05 / IBC 06 / CBC 07

The Ordinary reinforced concrete shear walls are walls conforming to the requirements of ACI 318 for ordinary reinforced concrete structural walls. Shear wall is a structural member in a reinforced concrete framed structure to resist lateral forces such as wind forces. Shear walls are generally used in high-rise buildings subject to lateral wind and seismic forces

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Verify Existing Reinforced Concrete Shear Wall Capacity Based on ASCE 41-06 / CBC 07 / IBC 06 19

Verify Existing Reinforced Concrete Shear Wall Capacity Based on ASCE 41-06 / CBC 07 / IBC 06

Verify Existing Reinforced Concrete Shear Wall Capacity represent a structurally efficient solution to stiffen a building structural system under lateral loads. The main function of a shear wall is to increase the rigidity and strength of the building for lateral resistance.

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Design for Equipment Anchorage to Bottom Concrete Based on IBC 06 / CBC 2007 Chapter A 20

Design for Equipment Anchorage to Bottom Concrete Based on IBC 06 / CBC 2007 Chapter A

In structural engineering, a diaphragm is a structural element that transmits lateral loads to the vertical resisting elements Designs for equipment anchorage from AJ Engineering are specialized for all sorts of mechanical, electrical, plumbing, and fire protection equipment. In the past, we have created anchorage designs for everything from pumps and tanks to custom air handling units

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