The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'=25MPa 730 N12 ligs (fsv.t-500MPa) Ast = 3N28 350 ↓↓↓ Span = 10m Figure 3 Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in Figure 3. Compression concrete stress [Choose ] Tension Concrete stress [Choose ] 800

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Chapter9: Composite Construction
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Question 8
1 p
The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on
top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is
18KN/m and live load is 12KN/m.
f'c = 25MPa
800
TE
730
N12 ligs (fsv.t-500MPa)
Ast = 3N28
350
Span = 10m
Figure 3
Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in
Figure 3.
Compression concrete stress
Choose ]
Tension Concrete stress
Choose]
Transcribed Image Text:Question 8 1 p The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 TE 730 N12 ligs (fsv.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in Figure 3. Compression concrete stress Choose ] Tension Concrete stress Choose]
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