Problem: 2 250N 100 N What is the force magnitude in member AE? 1 m 1...
4- Determine member force GC and GF. B C D 2 m F E 250N 2 m 2 m 2 m
4. (10 pts) Determine the magnitude of the force acting on the 2-force member CB at Joint C. Draw all FBDs needed for your analysis. Hint: Only one equilibrium equation is needed to determine the magnitude of the force at Joint C when using a FBD of member AC. The length of member AC = 2.309 m. 2 m 200 N/m 2.309 m 2 m
+ X cm XA 4- Determine member force GC and GF. B D И 2 m A 250N 2 m 2 m 2 m Ee....jpg 35fdc7e6-a20f-4c9....jpg
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 ]
1. What is the x-component of the 300 N force at point D on the member shown? (10/100 points) 200 N A. 300 N 8 m 12 2 m 150 N 700 N m 4 m 150 N
4-Determine the internal shear force at point D of the two-member frame (a) VD 100 N (b) VD 800 N (c) VD 400 N 400 N/m I (d) VD 200 N (e) None of the above B D 3 m 2.5 m 6 m
Problem 1, Determine the force in member BC, and state if this member is in tension or zero force members in this truss? H compression. Are there 3 m T ys there aqre eo farces meaberg- E D B C JD GH #-2m-+-2m2-+2m-+2m--2m--2m- e (61(2)+ 8(1)+ 5(2)+4(10)+ AS (12)-0이 4 kN 5kN 8KN 6kN 20 Un Uo
matrix stiffness method truss Q. 1 Determine the force in each member of the 2-member tfuss shown in Fig. AE is constant. 20kN
1. Givens s m (kg) F(N) 0.74 10.00 100 A. What is the magnitude of the force necessary to cause the impending motion of object? B. When F is exerted on the object, it causes an acceleration of 4.414 m/s2, what is / ? C. What is ufr when t-5s? D. If F is removed after t 5 s, how far will the object travel after this point?
What is the force on member AC (N)? 600 N 600 N 600 N 600 N 600 N D VH 4 m 5000 C 1000 T |3000T E G IK А 3000 T3000T 3 m C 3 m 3 m 3 m 3 m 3 m 1000 N 1000 N 1000 N 1000 N 1000 N 4000 N 4000 N