Deck slab continuity provided between girder. Therefore, discrepancy observed in top stress due to live load by manual calculation and Midas calculation.
1) Bending moment, Top stresses and Bottom stresses (My, Mz) due to live load for 70Rmax load case at node no.- 19 are tabulated below,
2) Sig-xx(Summation) of top stresses (Position 1) for My and Mz is
4.9 + 21.7 = 26.6 T/m2 and in Midas it shows – 20.8 T/m2. (fig. attached)
Same observation for node no. – 31.
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Stress comparison.JPG
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DataImage33.png
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