Activity #1: Using ACI standards design the cross section of a singly reinforced concrete slab for each pair of values f

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Activity #1: Using ACI standards design the cross section of a singly reinforced concrete slab for each pair of values f

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Activity 1 Using Aci Standards Design The Cross Section Of A Singly Reinforced Concrete Slab For Each Pair Of Values F 1
Activity 1 Using Aci Standards Design The Cross Section Of A Singly Reinforced Concrete Slab For Each Pair Of Values F 1 (172.03 KiB) Viewed 24 times
(a) Reinforcement ratio p= 0.375pb and concrete cover = 3/4
inches
(b) Reinforcement ratio p = 0.5pb and concrete cover = 3/4
inches
(c) Reinforcement ratio p = 0.375pb and concrete cover = 1 1/2
inches
(d) Reinforcement ratio p = 0.5pb and concrete cover = 1 1/2
inches
Activity #1: Using ACI standards design the cross section of a singly reinforced concrete slab for each pair of values for reinforcement ratio and concrete cover thickness, given below in (a) – (d). For each configuration, assume that the overall slab thickness is 7 inches (175 mm), f'c = 4000 psi, and fy = 60,000 psi. Consider a 1-ft wide typical slab strip for calculation purposes. Your cross-sectional designs will define the necessary reinforcing bar sizes, their spacing, and their effective depth d. Provide a sketch of the slab cross section for each design. (a) Reinforcement ratio p = 0.375pb and concrete cover = 3/4 inches (b) Reinforcement ratio p = 0.5pb and concrete cover = 3/4 inches (c) Reinforcement ratio p = 0.375pb and concrete cover = 1 1/2 inches (d) Reinforcement ratio p = 0.5pb and concrete cover = 1 1/2 inches =
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