1. For the rectangular beam shown here, calculate the development lengths of top No. 7 bars and bottom No. 9 bars. No. 4 bars are used for stirrups. The spacing of stirrups is 6 in. The clear side cover depth is 1.5 4 No. 9 (No. 29) inch. (Clear cover depth means the distance from the beam face to the outer surface of a bar). Normalweight concrete is used. 2 No. 7 (No. 22) 14 Equation (6.5) and (6.6) will be used respectively. And the results shall be compared. 20"
1. For the rectangular beam shown here, calculate the development lengths of top No. 7 bars and bottom No. 9 bars. No. 4 bars are used for stirrups. The spacing of stirrups is 6 in. The clear side cover depth is 1.5 4 No. 9 (No. 29) inch. (Clear cover depth means the distance from the beam face to the outer surface of a bar). Normalweight concrete is used. 2 No. 7 (No. 22) 14 Equation (6.5) and (6.6) will be used respectively. And the results shall be compared. 20"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the rectangular beam shown here, calculate the development lengths of top No. 7 bars and bottom No. 9 bars. No. 4 bars are used for stirrups. The spacing of stirrups is 6 in. The clear side cover depth is 1.5 inch. (Clear cover depth means the distance from the beam face to the outer surface of a bar).
Normalweight concrete is used.
, .
Equation (6.5) and (6.6) will be used respectively. And the results shall be compared.
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