The rigid bar ABCis supported by two links, ADand BE, of uniform37.5 X6-mmrectangular cross section and made of A-36 steel that is elastic - perfectly plastic with E = 200 GPa and ay = 250 MPa. Krowing that a vertical force Q = 260 kN is applied to the rigid bar at B, at a distance a =0.64 m from pin C, detemine: (a) the value of the ormal stress in each link, (H) the maximum deflection of point B. When force Q is reIoved, determine () the residual stress in each link, and (c) the final deflection of point B. D E 1.7 m Note: the links can support a compressive load

Elements Of Electromagnetics
7th Edition
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The rigid har ABCis supported by two links, ADand BE, of uniform37.5 X6-mmrectangular cros
section and made of A-36 steel that is elastic - perfectly plastic with E = 200 GPa and
oy = 250 MPa. Kowing that a vertical force Q = 260 kN is applied to the rigid bar at B, at a
distance a =0.64 m from pin C, detemine:
(a) the value of the normal stress in each link,
(b) the maximum deflection of point B.
When force Q is removed, determine
(9 the residual stress in each link, and
(d) the firal deflection of point B.
ross
E
1.7 m
Note: the links can support a compressive load
without buckling.
1 m
Hint: do ot calculate the sumof the forces
inthe vertical direction because seeking for the
vertical reaction force at Cis not helpful. The two
unkrown forces inthe links can be determined
В
by calculating (1) the sum of the moments relative
to point C and (2) by corsidering the kinematic
condition of the rigid bar rotating around C.
2.64 m
Transcribed Image Text:The rigid har ABCis supported by two links, ADand BE, of uniform37.5 X6-mmrectangular cros section and made of A-36 steel that is elastic - perfectly plastic with E = 200 GPa and oy = 250 MPa. Kowing that a vertical force Q = 260 kN is applied to the rigid bar at B, at a distance a =0.64 m from pin C, detemine: (a) the value of the normal stress in each link, (b) the maximum deflection of point B. When force Q is removed, determine (9 the residual stress in each link, and (d) the firal deflection of point B. ross E 1.7 m Note: the links can support a compressive load without buckling. 1 m Hint: do ot calculate the sumof the forces inthe vertical direction because seeking for the vertical reaction force at Cis not helpful. The two unkrown forces inthe links can be determined В by calculating (1) the sum of the moments relative to point C and (2) by corsidering the kinematic condition of the rigid bar rotating around C. 2.64 m
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