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ASDIP Concrete Version:3.1.7 · Downloads:515
ASDIP Concrete

Design of Concrete members per the latest IBC, ACI 318 specifications

ASDIP Concrete is a suite of modules specifically dedicated to the design of concrete members such as beams, columns and walls, based on the latest ACI 318 specifications.

BEAMCOL9 Version:3.5 · Downloads:549

Beam-Column Design per Aisc 9th Edition ASD Manual

Beam-Column design, focusing on flexural & axial stresses, including built-up sections not classified as plate girders (per AISC 9th Edition ASD Manual)

BMREINF9 Version:2.0 · Downloads:443

Analysis Of Beam Reinforcement per Aisc 9th Edition ASD Manual

BMREINF9 is a spreadsheet program written in MS-Excel for the purpose of analysis and code checking of steel members with various types of reinforcement configurations.

cColumns Version:5.0 · Downloads:427

Axial-Flexural Analysis and Design of Concrete Columns, Beams and Shear Walls

cColumn formerly known as RcSections is a powerful 32-bit Windows program designed specifically for structural engineers to perform axial-flexural analysis and design of concrete columns as well as beams and shear walls according to ACI 318-11/08/05/02 and ACI 318-99.

MITCalc Buckling Version:1.18 · Downloads:379
MITCalc Buckling

Calculation slender strut (column) buckling

MITCalc Buckling is designed to calculate the optimum cross-section and perform strength check of slender struts strained for buckling

ShortCol Version:2014.1 · Downloads:84

Investigation Of Reinforced Concrete Column Section

ShortCol computes ultimate strength of reinforced concrete column subjected to combined axial force and bending moment.

spColumn Version:4.81 · Downloads:251

Design and Investigation of Rectangular, Round and Irregular Concrete Columns

spColumn is widely used for design of shear walls, bridge piers as well as typical framing elements in buildings and structures.

STEPCOL Version:1.1 · Downloads:376

Stepped Column Analysis for Determining Effective Lengths

Stepped column analysis for determining effective lengths and effective length K factors.

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