KaderColumn is a powerful construction program
that is created for reinforced concrete tied short columns.
It can be used to create the designs of columns
based on up to eleven cases of loading comprising of axial load and bending
moment implemented about the maximum principle axis.
The program allows to build up the column strength interaction
diagram (Bending moment-Axial load curve) out of the input data of the
cross-section and verify whether all input cases of loading are situated inside
the design curve. If the input data of the cross-section is insufficient, the
program enhances them to commence from the Min. Roh to the cross-sectional
dimensions unless all input cases of loading remain inside the design curve.
The program provides proposition for setting ties properly and draws them.
Features:
• It is very user-friendly and short.
• It computes and draws the column strength interaction diagram toward a reinforced concrete tied short column having a rectangular (containing rebars at two sides only or at all four sides), square or circular section and depending on axial load and bending moment around the max. principle axis of its cross-section.
• It computes and draws the column strength interaction diagram toward a reinforced concrete tied short column having a rectangular (containing rebars at two sides only or at all four sides), square or circular section and depending on axial load and bending moment around the max. principle axis of its cross-section.
• Up to eleven cases of loads (axial load and
bending moment) are permissible. The program examines all these cases which
should remain inside the column interaction diagram.
• It designs the section and draws by organizing ties in an efficient manner.
• The user will be capable of rectifying the section dimensions, the min. and max. ratio of reinforcement and some other parameters for obtaining the rational section from his point of view.
• It designs the section and draws by organizing ties in an efficient manner.
• The user will be capable of rectifying the section dimensions, the min. and max. ratio of reinforcement and some other parameters for obtaining the rational section from his point of view.
• The
user will be able to save and open the input data file that is already saved by
the program.
• The program employs the ultimate strength method for design and abides by the exact ACI 318-02 Code requirements.
• The program employs the ultimate strength method for design and abides by the exact ACI 318-02 Code requirements.
To download this construction program, visit the developer’s
website www.cadkad.com
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Published By
Rajib Dey
www.constructioncost.co
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