O O 3 in. 6 in. 3 in. 5, # 10 at 6 in. O.C. 3 In. 1⁹t ܓ ܟܝܝܐ ܀ HA 13, # 5 at 18 in. O.C. No.5 bars at 18 in. No.4 hoop & cross the at 12 in. Ab - 0.31 In² Ap-0.20 In² 5, # 10 at 6 in. O.C. 3 In. KH 12 10 No.10 bars Ap-1.27 In² tomt
O O 3 in. 6 in. 3 in. 5, # 10 at 6 in. O.C. 3 In. 1⁹t ܓ ܟܝܝܐ ܀ HA 13, # 5 at 18 in. O.C. No.5 bars at 18 in. No.4 hoop & cross the at 12 in. Ab - 0.31 In² Ap-0.20 In² 5, # 10 at 6 in. O.C. 3 In. KH 12 10 No.10 bars Ap-1.27 In² tomt
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter5: Measuring Concrete Work
Section: Chapter Questions
Problem 6RQ
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- A shear wall (section shown below in Figure 2) in a building is 24’ long, 90’ tall, and 12” thick. The wall is reinforced as shown in the wall section below. (See attached image)
The #4 hoops are 78 in long including two 135° hooks. The #4 cross ties are 21 in. long including one 135° hook and one 90° hook.
The #5 horizontal bars are straight and 23’-8” long.
The #5 and #10 vertical bars are 89’-10” long and are made from five pieces. The #10 bars must be lap spliced 6’-6”, and the #5 bars must be lap spliced 3’-3”.
a. Determine the quantity of reinforcement in the wall, in tons, without waste.
b. Determine the required quantity of formwork, in SFCA.
c. Determine the required quantity of concrete, in CY, without waste.
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