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  1. Modulus of rupture                                                                                  (LRFD 5.4.2.6)

  2. Resistance factor for shear                                                                       (LRFD 5.5.4.2)

  3. Tensile and shear capacity of concrete                                                    (LRFD 5.8.2.2/5.4.2.8)

 

The following moduli of rupture are computed by Eriksson Culvert:

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