A 16-ft- (4.8-m-) span simply supported beam, as shown in the figure below, has a clear span of 15 ft (4.5 m) and is supported by 12 x 12-in. (300 × 300-mm) columns. The beam carries a factored uniform load of 11.1K/ft (166 kN/m). The dimensions of the beam section and the flexural steel reinforcement are shown in figure. Design the necessary shear reinforcements using f'c = 3 ksi (21MPa) and fyt =60 ksi(420MPa). Show the
A 16-ft- (4.8-m-) span simply supported beam, as shown in the figure below, has a clear span of 15 ft (4.5 m) and is supported by 12 x 12-in. (300 × 300-mm) columns. The beam carries a factored uniform load of 11.1K/ft (166 kN/m). The dimensions of the beam section and the flexural steel reinforcement are shown in figure. Design the necessary shear reinforcements using f'c = 3 ksi (21MPa) and fyt =60 ksi(420MPa). Show the
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 16-ft- (4.8-m-) span simply supported beam, as
shown in the figure below, has a clear span of 15 ft
(4.5 m) and is supported by 12 x 12-in. (300 x
300-mm) columns. The beam carries a factored
uniform load of 11.1K/ft (166 kN/m). The
dimensions of the beam section and the flexural
steel reinforcement are shown in figure. Design the
necessary shear reinforcements using f'c = 3 ksi
(21MPa) and fyt =60 ksi(420MPa). Show the
distribution of stirrups along the beam.
12"
11.1 KM
IL...
20.5"
309](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcc85d37c-f614-44f8-9404-5b545f926c40%2F6e27570f-e5e3-4897-a38a-afcaeebd710a%2F52dljg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 16-ft- (4.8-m-) span simply supported beam, as
shown in the figure below, has a clear span of 15 ft
(4.5 m) and is supported by 12 x 12-in. (300 x
300-mm) columns. The beam carries a factored
uniform load of 11.1K/ft (166 kN/m). The
dimensions of the beam section and the flexural
steel reinforcement are shown in figure. Design the
necessary shear reinforcements using f'c = 3 ksi
(21MPa) and fyt =60 ksi(420MPa). Show the
distribution of stirrups along the beam.
12"
11.1 KM
IL...
20.5"
309
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