Q3/ Determine the mid-span short-term deflection of a simply supported beam with the section shown in figure below. Design data - Concrete strength fc'=30MPa. - Span length 8.0m - Area of tensile steel reinforcement: As=1500mm² - Area of compressive steel reinforcement: As'=1500mm² - Loading Additional dead load -5kN/m (uniform distributed load) • Live load -5kN/m (uniform distributed load) T DUDUG As As boand 0.30m 0.70m d=0.60m d'=0.10m

Structural Analysis
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Chapter2: Loads On Structures
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Q3/ Determine the mid-span short-term deflection of a simply supported beam with the
section shown in figure below. Design data
- Concrete strength fc=30MPa.
- Span length 8.0m
- Area of tensile steel reinforcement: As=1500mm²
- Area of compressive steel reinforcement: As'=1500mm²
- Loading
• Additional dead load -5kN/m (uniform distributed load)
Live load -5kN/m (uniform distributed load)
TT
0.70m
d=0.60m
H
PODO
As
As
b..0.0
0.30m
d'=0.10m
Transcribed Image Text:Q3/ Determine the mid-span short-term deflection of a simply supported beam with the section shown in figure below. Design data - Concrete strength fc=30MPa. - Span length 8.0m - Area of tensile steel reinforcement: As=1500mm² - Area of compressive steel reinforcement: As'=1500mm² - Loading • Additional dead load -5kN/m (uniform distributed load) Live load -5kN/m (uniform distributed load) TT 0.70m d=0.60m H PODO As As b..0.0 0.30m d'=0.10m
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