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From the above figure, determine the numbe a. 10 x 20 x 40 cm CHB b. Vertical reinforcement spaced at 80 cm. c. Horizontal reinforcement at every 3 layers Consider the length of a commercial steel bar to 6 meters

From the above figure, determine the numbe a. 10 x 20 x 40 cm CHB b. Vertical reinforcement spaced at 80 cm. c. Horizontal reinforcement at every 3 layers Consider the length of a commercial steel bar to 6 meters

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Continuing the solution of the given problem, find the required tie wire in kilograms if the reinforcements are space at:

a.Vertical bars spaced at 80 cm and one horizontal bars at
every 3 layers of the block.

b.Vertical bars at 60 cm and one horizontal bar at every after
2 layers of the block.

c.Tie wire in kilograms. (30 cm)

 

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a) 10 x 2 = 20 pcs 20 pcs @ 1.35m 6) 20 per x 24 footings = 480 pcs 6) Commercial lengths: 6m, 7.5m, 9m, 12 m 6m ÷ 1.35 = 4.44 pas / SB 480 pls d) = 120 SB @ 6m length 4 pas / St 120 pcs of 12 mm & SB @ 6m comm. Longth f) Tie Wire (30 cm) 0.3m # of T.W= 10 x 10 = 100 pcs x24 footage 1 ± of TW= 2400 pas раз Lt = 2400 x 0.3m = Ikg 53 nh 720m 720 / x * 13.58 kg 13.58 kg of #16 G.I. Wire
Transcribed Image Text:a) 10 x 2 = 20 pcs 20 pcs @ 1.35m 6) 20 per x 24 footings = 480 pcs 6) Commercial lengths: 6m, 7.5m, 9m, 12 m 6m ÷ 1.35 = 4.44 pas / SB 480 pls d) = 120 SB @ 6m length 4 pas / St 120 pcs of 12 mm & SB @ 6m comm. Longth f) Tie Wire (30 cm) 0.3m # of T.W= 10 x 10 = 100 pcs x24 footage 1 ± of TW= 2400 pas раз Lt = 2400 x 0.3m = Ikg 53 nh 720m 720 / x * 13.58 kg 13.58 kg of #16 G.I. Wire
CHB 4.00 m CHB Vertical Reinf. @ 80 cm. o.c. Horizontal Reinf at every 3 layers 2.60 m Natural Ground 40 cm Footing From the above figure, determine the number of: a. 10 x 20 x 40 cm CHB b. Vertical reinforcement spaced at 80 cm. c. Horizontal reinforcement at every 3 layers Consider the length of a commercial steel bar equal to 6 meters.
Transcribed Image Text:CHB 4.00 m CHB Vertical Reinf. @ 80 cm. o.c. Horizontal Reinf at every 3 layers 2.60 m Natural Ground 40 cm Footing From the above figure, determine the number of: a. 10 x 20 x 40 cm CHB b. Vertical reinforcement spaced at 80 cm. c. Horizontal reinforcement at every 3 layers Consider the length of a commercial steel bar equal to 6 meters.
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