3. The beam shown below is suspended from two steel rods as shown and is initially horizontal. The midpoint B of the beam is deflected 15 mm downward by force Q. The steel used for the rods has properties E = 200 GPa and o = 275 MPa, determine a. the required maximum value of Q. b. the deformation of rod AD. c. the deformation of rod CE. Areas: E AD = 400 mm² CE = 500 mm² 5 m 2 m A B C -2 m-→-2 m-

Structural Analysis
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3. The beam shown below is suspended from two steel rods as shown and is initially
horizontal. The midpoint B of the beam is deflected 15 mm downward by force Q. The
steel used for the rods has properties E = 200 GPa and o = 275 MPa, determine
a. the required maximum value of Q.
b. the deformation of rod AD.
c. the deformation of rod CE.
Areas:
E
AD = 400 mm2
CE = 500 mm²
5 m
2 m
А В С
-2 m→-2 m-
Transcribed Image Text:3. The beam shown below is suspended from two steel rods as shown and is initially horizontal. The midpoint B of the beam is deflected 15 mm downward by force Q. The steel used for the rods has properties E = 200 GPa and o = 275 MPa, determine a. the required maximum value of Q. b. the deformation of rod AD. c. the deformation of rod CE. Areas: E AD = 400 mm2 CE = 500 mm² 5 m 2 m А В С -2 m→-2 m-
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