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OE-Norm(B4200)
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(Austria: ÖN B 4200) |
- Shear Design according to ÖNORM B 4700 and ÖNORM B 4750 (incl. Concrete-Composite)
- Crack Width Check according to ÖNORM B 4700
- Robustness Check according to ÖNORM B 4750
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OE-Norm(B4700)
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(Austria: ÖN B 4700 and ÖN B 4750) |
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DIN
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(Germany: DIN 1045-1) |
- Shear Design according to DIN 1045-1 (incl. Concrete-Composite)
- Crack Width Check according to DIN 1045-1
- Robustness Check according to DIN-FB 102
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DIN(18800,EC3)
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(Germany: DIN 18800) |
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Portugal
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Norw.Norm-NS
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(Norway: NS 3473) |
- Shear Design according to NS 3473 (incl. Concrete-Composite)
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Jap.Norm-JIS
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BS 5400
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(UK: BS 5400) |
- Shear Design according to BS 5400-4 (incl. Concrete-Composite)
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AASHTO
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(US: AASHTO LRFD 1998) |
- Shear Design according to AASHTO LRFD 1998
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IRC
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(India: IRC:18 and IRC:21) |
- Ultimate Moment according to IRC:18
- Shear Design according to IRC:18
- Shear Design according to IRC:21
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AASHTO LRFD 2000
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(US: AASHTO LRFD 2005) |
- Shear Design according to AASHTO LRFD 2000
- - Shear Design according to AASHTO LRFD 2005 (incl. Concrete-Composite)
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AS 5100
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(Australia: AS 5100) |
- Shear Design according to AS 5100
- Crack Width Check according to AS 5100
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NZS 3101
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(New Zealand: NZS 3101) |
- Shear Design according to NZS 3101
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Chinese Highway Code
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(China: JTG D62) |
- Shear Design according to JTG D62
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EC
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(Eurocode: EN 1992 / recommended values) |
- Shear Design according to EN 1992-2 (incl. Concrete-Composite)
- Crack Width Check according to EN 1992-2
- Robustness Check according to EN 1992
- Crack Width Check according to EN 1992-2
- Robustness Check according to EN 1992
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DIN-FB102
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(Germany: DIN-Fachbericht 102) |
- Shear Design according to DIN-FB 102 (incl. Concrete-Composite)
- Crack Width Check according to DIN-FB 102
- Robustness Check according to DIN-FB 102
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AASHTO ACI
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(US: AASHTO incl. ACI 318 - additions) |
- - Shear Design according to AASHTO (16th Edition) (incl. Concrete-Composite)considering Torsion according to ACI 318
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