Q2/ For the 60m simply supported beam having fc-30MPa and fy-420MP, calculate the immediate deflection due to dead load. As shown in figure below the service dead load on beam, not including own weigh-250kN and service live load-150kN. Take d-492mm. D.L=250KN LL=150KN 0.55m 2.00m As 800mm 2 6.00m 11 2.00m 2.00m 67 0.35m ترتر- === = 1

Structural Analysis
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Chapter2: Loads On Structures
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Q2/ For the 60m simply supported beam having fc-30MPa and fy=420MP, calculate the
immediate deflection due to dead load. As shown in figure below the service dead load on beam,
not including own weigh: 250kN and service live load=-150kN. Take d-492mm.
D.L=250KN
LL-150KN
0.55m
As 500mm 2
A=(³-20x²+x²)
2.00m
2.00m
6.00m
11
2.00m
C.35m
i
---
Transcribed Image Text:Q2/ For the 60m simply supported beam having fc-30MPa and fy=420MP, calculate the immediate deflection due to dead load. As shown in figure below the service dead load on beam, not including own weigh: 250kN and service live load=-150kN. Take d-492mm. D.L=250KN LL-150KN 0.55m As 500mm 2 A=(³-20x²+x²) 2.00m 2.00m 6.00m 11 2.00m C.35m i ---
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