Double Integration Method (Homogeneous)

For the beam loaded as shown below, calculate (a) the slope of elastic curve over the right support (b) the deflection at midspan and (c) the deflection at the end of the overhang

12010/ft 240 ft TJ WWW a -8ft -2417 Ri=24016 R2= 400 W

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Double Integration Method (Homogeneous)

For the beam loaded as shown below, calculate (a) the slope of elastic curve over the right support (b) the deflection at midspan and (c) the deflection at the end of the overhang

12010/ft
240 ft
TJ
WWW
a
-8ft
-2417
Ri=24016
R2= 400 W

12010/ft 240 ft TJ WWW a -8ft -2417 Ri=24016 R2= 400 W

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