Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of å at the right end and (c) calculate the value of 8 midway between the supports. Use E = 29 x 103 ksi and I= 204 in4. 16 kip 2 kip/ft 3 kip - 6 t - 6 ft - 6 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using double integration method, for the overhanging beam shown, (a) derive
the equation of the elastic curve, (b) compute the value of ô at the right end
and (c) calculate the value of ô midway between the supports. Use E = 29 x 103
ksi and I= 204 int.
|6 kip
2 kip/ft
|3 kip
.B
6 ft-
- 6 ft-
6 ft
Transcribed Image Text:Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of ô at the right end and (c) calculate the value of ô midway between the supports. Use E = 29 x 103 ksi and I= 204 int. |6 kip 2 kip/ft |3 kip .B 6 ft- - 6 ft- 6 ft
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