Data: Fy F'c Lspan Trans. bars B1 x 1 Yconcrete Pedestal Section stirrups B 0 400 Mpa 25 Mpa 6.0m use 20M or 25M DL LL 2

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answerhappygod
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Data: Fy F'c Lspan Trans. bars B1 x 1 Yconcrete Pedestal Section stirrups B 0 400 Mpa 25 Mpa 6.0m use 20M or 25M DL LL 2

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Data Fy F C Lspan Trans Bars B1 X 1 Yconcrete Pedestal Section Stirrups B 0 400 Mpa 25 Mpa 6 0m Use 20m Or 25m Dl Ll 2 1
Data Fy F C Lspan Trans Bars B1 X 1 Yconcrete Pedestal Section Stirrups B 0 400 Mpa 25 Mpa 6 0m Use 20m Or 25m Dl Ll 2 1 (99.71 KiB) Viewed 22 times
Data: Fy F'c Lspan Trans. bars B1 x 1 Yconcrete Pedestal Section stirrups B 0 400 Mpa 25 Mpa 6.0m use 20M or 25M DL LL 23.4 kN/m³ 10M 0.21 35° Grade Beam loading Requirements: os oc Beam width, b Beam depth Pf d dv a с MMax λ 0.85 0.65 wL²/8 1.0 a. Determine the factored loads (include self-weight). b. Show V-M diagram c. Determine the transverse bar As of the beam. d. Determine spacing of the stirrups of the beam. e. Make a sketch about the reinforcing details. f. Show all necessary design calculations according to CSA standards. Uniform Lu Lspan
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