ghj.xlsx

ghj.xlsx - Design of Balanced C Design Specification Length...

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Design of Ba Design Specification Length of the Bridge(ft) 290 Width of the Bridge(ft) 30 No. of the Girder(in) 5 Cross Girder,spaceing of Girder(ft) 30 Profi Live Laod (HS200 16000 Material Properties, 70000 Compressive Strength of concrete,fc'(psi) 4000 Wearing Caorse (in) 3 Slab Thickness(in) 6.5 C/C Spaceing of Girder(ft) 7.5 Width of the Girder(in) 16 Unit Weight of Concrete(kip/ft^3) 0.15 Unit Weight of wearing coarse(kip/ft^3) 0.12 Fillet Dimension(in) 6 100 6 Cross Girder width(in) 10 d/2 3.625 RL 96.375 58 x^2=C3y Depth Calculation(ft) C1 C2 C3 Yield strength of Steel,fy (psi)
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100 3.625 96.375 1.489
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43.18 1.034
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alanced Cantilever Bridge file of Balanced Cantilever Deck % grade 1 x^2=C1y RL 101.45 RL 101.218 d/2 3.625 d 7.25 RL 97.825 RL 93.968 29 116 29 290 x^2=C2y 5.8 7.25 Suspended span(58) 14500 Span 0L .1L .2L .3L .4L .5L .6L 3145 Length(ft) 0 5.8 11.6 17.4 23.2 29 34.8 872 Top RL(ft) 100 100.11 100.22 100.33 100.43 100.52 100.61
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96.375 96.365 96.335 96.275 96.205 96.105 95.985 3.63 3.75 3.89 4.06 4.23 4.42 4.63 Cantilever span(29) Span 0L .1L .2L .3L .4L .5L .6L Length(ft) 0 2.9 5.8 8.7 11.6 14.5 17.4 Top RL(ft) 100.93 100.96 101 101.03 101.06 101.09 101.12 95.305 95.195 95.085 94.965 94.835 94.705 94.565 5.63 5.77 5.92 6.07 6.23 6.39 6.56 Mid Span(58) Span 0L .1L .2L .3L .4L .5L Length(ft) 0 11.6 23.2 34.8 46.4 58 Top RL(ft) 101.22 101.3 101.37 101.41 101.44 101.45 93.968 94.118 94.588 95.358 96.438 97.828 7.25 7.18 6.78 6.05 5 3.62
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  • Fall '19
  • Dead and live loads, Theoretic Theoretic Theoretic Theoretic Theoretic, Balanced Cantilever Bridge

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