2. An 8m simply supported beam supports a uniformly varying load from 0 kN/m at point C to 20 kN/m at point B as shown. Find the slope at the right support and the deflection at the midspan of the beam. Use E = 200,000 MPa and I = 9 x 107 mm¹. Double integration. (Boundary method) a 4.0 m 20 kN/m 4.0 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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An 8m simply supported beam supports a uniformly varying load from 0 kN/m at point C to 20 KN/m at point B as shown. Find the slope at the right support and the deflection at the midspan of the beam. Use E = 200,000 MPa and 19 x 107 mm. Double integration. (Boundary method)

 

2. An 8m simply supported beam supports a uniformly varying load from 0 kN/m at point C to 20
kN/m at point B as shown. Find the slope at the right support and the deflection at the midspan of
the beam. Use E = 200,000 MPa and 1= 9 x 107 mm. Double integration. (Boundary method)
a
4.0 m
b
20 kN/m
-4.0 m
Transcribed Image Text:2. An 8m simply supported beam supports a uniformly varying load from 0 kN/m at point C to 20 kN/m at point B as shown. Find the slope at the right support and the deflection at the midspan of the beam. Use E = 200,000 MPa and 1= 9 x 107 mm. Double integration. (Boundary method) a 4.0 m b 20 kN/m -4.0 m
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