a- fo Ax. A a. 4. (5) For the member loaded as shown, with the smooth collar at A and roller support at B: Draw a complete Free Body Diagram (FBD) for the rigid body. b. Determine the support reactions necessary for equilibrium of the member. AY ма Ax 1 ≤ Fy=6 1 O 900 N : 500 N.m b- 2 Fx = 0 (52M₁) = 0 Ay (3) - 500 N. m² = 0 ΕΣΜΑ oups ok but Ay = 1 500 N.m 3 [AY = 267N 1) - 1/2 Ay - 900-By By cos 45° BY = 900 N -1.5 m A H 500 Nm By By = -1/2 BY TBY pe mie di go forgot moment from 900N, and -1.5 m Ay - 900 Ay - 900 cos450 -10 37 N 1037 N TOM 45° еву through Ay goes point A. 17 Of acts only in y-directin 24 cos 45º = 0 -Y₂ 1 m pairs) N Ax = 0 Ay = 16+NA Ov WASTNIN
a- fo Ax. A a. 4. (5) For the member loaded as shown, with the smooth collar at A and roller support at B: Draw a complete Free Body Diagram (FBD) for the rigid body. b. Determine the support reactions necessary for equilibrium of the member. AY ма Ax 1 ≤ Fy=6 1 O 900 N : 500 N.m b- 2 Fx = 0 (52M₁) = 0 Ay (3) - 500 N. m² = 0 ΕΣΜΑ oups ok but Ay = 1 500 N.m 3 [AY = 267N 1) - 1/2 Ay - 900-By By cos 45° BY = 900 N -1.5 m A H 500 Nm By By = -1/2 BY TBY pe mie di go forgot moment from 900N, and -1.5 m Ay - 900 Ay - 900 cos450 -10 37 N 1037 N TOM 45° еву through Ay goes point A. 17 Of acts only in y-directin 24 cos 45º = 0 -Y₂ 1 m pairs) N Ax = 0 Ay = 16+NA Ov WASTNIN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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