3. A simply supported beam (Span / -25 ft) has a section as shown below with normal-weight concrete compressive strength fe- 4000 psi (normal weight), and steel reinforcement yield strength - 40,000 psi. 24- 20 16" 6 No. 8 bars (a) Calculate the modulus of rupture of concrete per AC1318-19 ( (h) se gross section properties to calculate the cracking bending moment (Mer) (1 in concrete if a bending moment -90 kip-ft is

Structural Analysis
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Chapter2: Loads On Structures
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3. A simply supported beam (Span / -25 ft) has a section as shown below with normal-weight
concrete compressive strength fe- 4000 psi (normal weight), and steel reinforcement yield
strength - 40,000 psi.
16"
20
1.
24-
6 No. 8 bars
(a) Calculate the modulus of rupture of concrete per AC1318-19 (
(b) Use gross section properties to calculate the cracking bending moment (Mer) (1
(c) Calculate the maximum compressive stress in concrete if a bending moment -90 kip-ft is
applied to this section ('
Transcribed Image Text:3. A simply supported beam (Span / -25 ft) has a section as shown below with normal-weight concrete compressive strength fe- 4000 psi (normal weight), and steel reinforcement yield strength - 40,000 psi. 16" 20 1. 24- 6 No. 8 bars (a) Calculate the modulus of rupture of concrete per AC1318-19 ( (b) Use gross section properties to calculate the cracking bending moment (Mer) (1 (c) Calculate the maximum compressive stress in concrete if a bending moment -90 kip-ft is applied to this section ('
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