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 © 1997 - 2002 |
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It is still one of the most powerful programs in the world for calculation of crack widths and cracked concrete stiffness degradation. The program supports non-linear creep, arbitrary cross section geometry, arbitrary reinforcement layout, axial load with double bending moments, etc.
Download  Size: 1.44 Mb
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Concrete Design Codes:
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 ACI 318-99, AASHTO
LRFD 1997 Eurocode 2  BS 8110 CSA-A23.3-94 BDS 1988, BDS HT 1989  NZS 3101-95
 DIN 1045 UBC 97
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Type of Loads: |
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 N, Mx - axial force +
axial bending moment.
 N, Mx, My - axial force + biaxial
bending moment.
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Cross-section Types: |
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Standard cross-section types
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User defined cross-section type
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Analysis Types: |
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 Design Section: The program calculates
the necessary area of reinforcing bars. (Examples 1, 2)-
 Check Section:
The program checks the capacity of R/C cross-section
with predefined reinforcement.
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 Failure
Surface: The program calculates and draws
interaction failure surfaces of R/C cross-section with
predefined reinforcement. (example 3)
 Stress-strain: The program calculates the strains
and stresses of R/C cross-section with predefined reinforcement.-
 1/r - EI: The program calculates the curvatures
and stiffnesses of R/C cross-section with predefined reinforcement.
 1/r
- EI chart: The program calculates and
draws the curvature and stiffness charts of R/C cross-section
with predefined reinforcement. (Example 5)-
 Crack
widths: The
program calculates the crack width and space between
the cracks of R/C cross-section with predefined reinforcement.
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Examples: |
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Example 1:
Design Section (Applied loads: N, Mx, My)
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Example 2:
Mx-N Interaction Failure Surface
Example 3:
Mx-My Interaction Failure Surface
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