The bend moment of the beam, M (Units: N.m), as a function of spatial coordinate X (Units: m) can be described b Select one: O 1. M=8220.456+4572.000*X, for 0<=X<= L/2; M=0.00, for L/2

Elements Of Electromagnetics
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A cantilever beam of a channel section and length L  is loaded by a point load  W  applied at half-length of the beam through the centroid of the section, as shown in Figure Q1.  The material of the beam is aluminum alloy with the Young’s modulus of E . 

The bend moment of the beam, M (Units: N.m), as a function of spatial coordinate X (Units: m) can be described b
Select one:
O 1. M=8220.456+4572.000*X, for 0<=X<= L/2; M=0.00, for L/2<X<= L
2. M=8220.456+4572.000*X, for 0<=X<= L/2; M = -9144.000*X, for L/2<x<= L
O 3. M=8220.456+9144.000*X, for 0<=X<= L/2; M=0.00, for L/2<X<= L
O 4. M=8220.456-9144.000*X, for 0<=X<= L/2; M=0.00, for L/2< x <= L
O 5. M=8220456.000 + 9144.000*X, for 0<=X<= L/2; M = 9144.000*X, for L/2<X<= L
○ 6. M=8220456.000 - 9144.000*X, for 0<= X<= L/2; M=0.00, for L/2< x <= L
O 7. M=8220456.000 - 9144.000*X, for 0<=X<= L/2; M = 9144.000* X, for L/2< x <= L
O 8. M=8220.456-9144.000*X, for 0<=X<= L/2; M = 9144.000*X, for L/2<x<= L
Transcribed Image Text:The bend moment of the beam, M (Units: N.m), as a function of spatial coordinate X (Units: m) can be described b Select one: O 1. M=8220.456+4572.000*X, for 0<=X<= L/2; M=0.00, for L/2<X<= L 2. M=8220.456+4572.000*X, for 0<=X<= L/2; M = -9144.000*X, for L/2<x<= L O 3. M=8220.456+9144.000*X, for 0<=X<= L/2; M=0.00, for L/2<X<= L O 4. M=8220.456-9144.000*X, for 0<=X<= L/2; M=0.00, for L/2< x <= L O 5. M=8220456.000 + 9144.000*X, for 0<=X<= L/2; M = 9144.000*X, for L/2<X<= L ○ 6. M=8220456.000 - 9144.000*X, for 0<= X<= L/2; M=0.00, for L/2< x <= L O 7. M=8220456.000 - 9144.000*X, for 0<=X<= L/2; M = 9144.000* X, for L/2< x <= L O 8. M=8220.456-9144.000*X, for 0<=X<= L/2; M = 9144.000*X, for L/2<x<= L
25 mm
25 mm
W
L
a
Figure Q 1
AN
200 mm
ус
150 mm
6 mm
Transcribed Image Text:25 mm 25 mm W L a Figure Q 1 AN 200 mm ус 150 mm 6 mm
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