FIND REACTIONS FOR EACH OF THE FOLLOWING: 2 m 400 N/m 1.5 m 3 m 3...
400 N 1.5 m 1.5 m 2.5 m -300 N 2 m -300 N 2.5 m 1.5 m Determine the external support reactions at A and E and indicate direction. Also, calculate the internal pin reactions at C
FIND REACTIONS FOR EACH OF THE FOLLOWING 2 m 800 N 200 N/m 2 m 60°
400 N 100 N/m 1.5 m 100 N-m - 6m — —2 m-e-2 m-- Given: The reactions at A: RAz = 0 N, RAy = 475 N (1), MA = 2250 N – m () Rax=0 N, Ray=475 N (upward), MA=2250 N-m (counter- clockwise) Determine: . The reaction at C: [Select] Internal forces and moments at D: • Normal force at D, No = [Select] . Shear force at D, Vo= (Select) . Bending Moment at D, Mp= (Select ]
Find Reactions for the following compound beam 700 N/m 600 N m 3 m 3 m
Find the max moment along the beam: 400 N/m 200 N/m A В 3 m -3 m
Please answer both questions 1 & 2 900 N Q1) Find the reactions for the shown object. The rod-collar contact area at A is frictionless. 1.5 m -1.5 m 1 m JAS 500 Nm B 2 ft Q2) Find the coordinates for the centroid for the plate shown. 1.ft Hit-20- -3 ft
Q.1: Find the reactions at the supports A and C of the two-member frame. 1.5 m 2 kNm
For the frame shown, determine the reactions at the pins, namely,A,B,C. 3 m B 1.5 kN/m 1.5 m D 1.5 m 2 kN/m А
3 m 455 N 3 m 1.5 m 2 m 3 m 3 m At point A there are 3 unknown forces: in x-direction, in y-direction and in z-direction. Determine these unknown forces and tension of cables BD and BE by calculating equivalent force-couple system at A.
200 N/m B 4) Find the reactions in the pins at A, B, and C 3 m с 3 m