The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load Pò at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let ƒ' =4,000 psi and ƒ¸ = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². W₁ = 300 lbs/ft 10 ft. PD * 10 ft. 17 in. 3 in. OO 8 #6 bars O 6 in. 14 in. 9 in. |0| + State the difference between a tension-controlled beam and a compression-controlled beam in terms of the strain in the reinforcement in precise and succinct sentences. Why does ACI require that a beam has to be tension-controlled?
The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load Pò at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let ƒ' =4,000 psi and ƒ¸ = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². W₁ = 300 lbs/ft 10 ft. PD * 10 ft. 17 in. 3 in. OO 8 #6 bars O 6 in. 14 in. 9 in. |0| + State the difference between a tension-controlled beam and a compression-controlled beam in terms of the strain in the reinforcement in precise and succinct sentences. Why does ACI require that a beam has to be tension-controlled?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The simply supported beam shown below carries its own weight, a uniformly distributed live load
of 300 lbs/ft, and a concentrated dead load På at midspan. The cross-section of the beam is U-
shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the
top row has three #6 bars. Let ƒ' =4,000 psi and ƒ¸ = 60 ksi. The cross-sectional area of a #6 bar
is 0.44 in.².
W₁ = 300 lbs/ft
10 ft.
PD
*
10 ft.
17 in.
3 in.
b
8 #6 bars
+
00
6 in.
00
14 in.
b
+
9 in.
State the difference between a tension-controlled beam and a compression-controlled beam
in terms of the strain in the reinforcement in precise and succinct sentences. Why does ACI
require that a beam has to be tension-controlled?
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