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UC-win Series Dynamic Analysis
UC-win/Section　Ver.3.1
Biaxial bending considered optional shape reinforced concrete-steel framed reinforced concrete section calculation program
Japanese/English versions

US$1,000
Platforms: Windows NT/2000/XP/Vista
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Program Overview
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This program performs stress calculation(bending, shearing), strength calculation (bending, shearing), and M-φ calculation (Mc, My0, Mu) for reinforced concrete　steel and reinforced concrete sections with a variety of section shapes. In addition, the program also performs resistance moment and minimum area of reinforcement calculations.
Ver.3.00.00　Revised contents (March 14, 2008 released) New！
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■Newly revised Main
  1. Expansion of section steel database
  2. Addition of examination of the minimum amont of steel reinforcement

  3. Addition of allowable stress of reinforcing steel
  4. Improved effective depth in shear and shear reinforcement
  5. Improved the convergent calculation of biaxial bending unit stress
  6. Analysis control of the model, which is difficult to converge
  7. Supported for Windows Vista


Program Functions and Features
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Section
Pattern		 stress required
amount of
reinforcement		 resisting
moment		 resisting
moment
M-N
interaction
curve		 ultimate
moment		 ultimate
moment
M-N
interaction
curve		 minimum
amount of
reinforcement		 yield
moment		 shear
capacity		 shear
(others)
Rectangle * * * * * *
Circle * * * * * *
Ellipse
(length)		 * * * * * *
Ellipse
(side)		 * * * * * *
I-girder * * * * * *
I-girder * * * * * *
W T-girder * * * * * *
Box girder * * * * * *
Round Hole * * * * * *
Block * * * * * *
Option
(biaxial)		 * * * * * *
Ellipse
(biaxial)		 * * * * * *
Rectangle
(biaxial)		 * * * * * *
Optional
section		 * * * * * *

*Optional section

[ Calculation Functions ]
  • Biaxial bending calculation is possible to any section shape. Also, torsion constant can be calculated automatically.
  • The information of reinforcing bars (location, sectional area) is considered for each bar, and calculation is performed with faithful regard to bar arrangement.
  • Ultimate moment calculation of carbon fiber sheet lining bridge pier in conformity with "Highway Public Corporation Design Guidelines Second Collection" is possible.
  • Stress calculation is performed even when the section is made up of steel plate only. However, in case thickness of the plate exceeds 40mm, allowable stress is not automatically calculated. Also, allowable stress is not automatically calculated with consideration on local buckling, ratio of slenderness, etc..
  • Corresponds to limit state design calculation.
  • Corresponds to verification function by curvature (φ). Also corresponds to diagonal tension stress σI calculation and verification.
  • Corresponds to M-φ characteristic calculation of steel section. (In case there is backfill, yield and permission are calculated. / In case there is no backfill, yield under compression, tensile yield, and permission are calculated.)

[ Input Functions ]
  • Multiple definitions of the same material are possible. For example, multiple types of concrete, reinforcing bars, prestressed concrete steel, steel plates, and carbon fibers can be defined in one section.
  • Multiple load cases (including combined cases) can be defined in one section.
  • Reference standard such as each edition of road specifications can be specified in one section.
  • As in FRAME (3D), optional shape sections can easily be created using template etc..

[ Output Functions ]
  • Auto matically distinguishes uniaxial bending from biaxial bending, and displays allowable stress.
  • Automatically determines whether allowable compressive stress of concrete is allowable compressive stress due to bending or allowable compressive stress from generated stress distribution, and displays the allowable value.
  • Performs area calculation of interior frames, exterior frames, and floors.

[ M-φ Characteristics ]
  • Addition of new types to M-φcharacteristics. (bilinear symmetry type - normal　Takeda / bilinear asymmetry type - Takeda / tri-linear symmetry type - origin oriented type　rigin peak oriented type　elasticity type normal Takeda / tri-linear asymmetry type - origin oriented type origin peak oriented type elasticity type Takeda / tetra-linear symmetry type - Takeda type (conforms to 1999 Railway Earthquake Proof Standard) / tetra-linear asymmetry type - Takeda type (conforms to 1999 Railway Earthquake Proof Standard))
  • Addition of My0=Mu option to M-φ characteristics.

Hardware Specifications
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