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Use of mathcad in computing beam deflection by conjugate beam method
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Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
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Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
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Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
Bibliography
Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
1. Provide plotting information
Number of points: (^) pts div 1
Interval between points: int
div
2. Determine slope and deflection due to concentrated loads:
k E I k 5.75 10
8 lb ft
2 i 1 n
b i
L a i
Left support reaction of real beam: (^) Ay i
Pi bi
L
Right support reaction of real beam: (^) By i
i
a i L
Maximum load on conjugate beam: (^) c i
Ayi ai
k
Resultant of left triangular load on conjugate beam: (^) R1p i
c i
a i 2
Resultant of right triangular load on conjugate beam: (^) R2p i
ci bi
2
Left support reaction of conjugate beam: (^) Apy i
R1pi
ai
3
bi R2pi
bi
j 1 pts
xj ( j 1 ) int
Slope at a distance x due to individual concentrated loads:
Vxp i j
Apy i
c i
x j
2
2 ai
x j
a i
if
Apyi R1pi
ci
2 b i
xj ai L bi xj if xj ai
Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
M 2 RL d1 M 3 RR (L d2)
dM 2
2
M 0 0 M 1 RL d
Moments on real beam:
dM 2
w
Distance to maximum moment beyond d1:
Right support reaction: RR w d RL
w d L
Left support reaction: ( 0.5 d L d2)
d 0 ft
Length of distributed load: d d2 d
Support reactions of (^) real beam: w^0
lb ft
3. Determine slope and deflection due to uniformly distributed load:
MxpP j 1
n
i
Mxp i j
Deflection at a distance x due to (^) all concentrated loads:
VxpPj
1
n
i
Vxpi j
Slope at a distance x due to (^) all concentrated loads:
j 1 pts
Mxpi j Apy (^) i xj
ci xj
3
6 a i
if xj ai
Apy (^) i xj R1pi xj
2 ai
3
ci
6 b i
xj ai
2 3 L 2 ai xj if xj ai
Deflection at a distance x due to individual concentrated loads:
Proceedings of the 2004 American Society for Engineering Education Annual Conference & Exposition Copyright
j
p (^) j 12
UnitsOf p (^) j
Deflection at x:
p (^) j MxpPj Mxwj
Slope at x: j VxpPj Vxwj
xj ( j 1 )int
j 1 pts
4. Determine slope and deflection at a distance x due to all loads:
Mxw j
R'A x j
M' 1 x j
3
6 d
x j
if d
R'A xj A' 1 xj xc1 A (^) j xj xcj ifxj d1 xj d
R'A xj A' 1 xj xc1 A' 2 xj xc
xj d
2
L d
3 L 2 d2 xj ifxj d
Deflection at a distance x due to uniformly distributed load:
Vxwj R'A
M' 1 x j
2
2 d
if xj d
j
x j
d1 x j
if d
xj d2 M' 3 2
xj d
L d
if xj d
Slope at a distance x due to uniformly distributed load:
j
Avp j k
xc j
Av2p j Avp (^) j
Av2p j
Av j
lb ft
3 Avp j
Av j
lb ft
2
Av2 (^) j d1p
xpj zM z( ) d z xp j
d1p xp j
if d2p
0 otherwise
Av (^) j d1p
xpj M z( ) d z xp j
d1p xp j
if d2p
0 otherwise