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 × 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 distribution of stirrups along the beam.
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 × 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 distribution of stirrups along the beam.
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 × 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 distribution of stirrups along the beam.
Transcribed Image Text:11.1 KM
-1s' 0-
12
12
20.5
309
25
16
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