Q: The beam shown in Fig,(1), is subjected to service loads : L.L.-25 kN/m, D.L.= 15 kN/m, and 30% of distributed live load sustained for 5 years. Calculate the maximum total deflection. Assume: fc 25 MPa, fy 400 MPa and Es =210 GPa. Neglect weight of the beam 400 100 100 100 200 WD1= 15 kN/m (including weight of the beam) WLL- 25 kN/m 400 585 mm 650 mm 7 m As=2500 mm2

Structural Analysis
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Chapter2: Loads On Structures
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Q: The beam shown in Fig.(1), is subjected to service loads : L.L.=25 kN/m, D.L.=
15 kN/m, and 30% of distributed live load sustained for 5 years. Calculate the
maximum total deflection.
Assume: fc = 25 MPa, fy= 400 MPa and Es =210 GPa. Neglect weight of the beam
400
100
100
200
100
WDL= 15 kN/m (including weight of the beam)
WLL= 25 kN/m
585 mm
400
650 mm
7 m
As=2500 mm2
Transcribed Image Text:Q: The beam shown in Fig.(1), is subjected to service loads : L.L.=25 kN/m, D.L.= 15 kN/m, and 30% of distributed live load sustained for 5 years. Calculate the maximum total deflection. Assume: fc = 25 MPa, fy= 400 MPa and Es =210 GPa. Neglect weight of the beam 400 100 100 200 100 WDL= 15 kN/m (including weight of the beam) WLL= 25 kN/m 585 mm 400 650 mm 7 m As=2500 mm2
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