PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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Students have asked these similar questions
1. Determine the pin reactions at 'A'.
B
-30 lb
20"
D
50 lb
20"
E
12
C
-30"-
In the following armor find the forces in the members CD, KD and JK of section 1-1 indicated in the figure.
4-32. For the structure shown, draw free-body diagrams for
both the beam ABC and the link BD. The members are weight-
4-34. For the pin-connected frame shown, sketch a free-body
diagram of (a) the entire frame, (b) the member AC, and (c) the
member DF. Neglect the weight of the members.
less.
F.
45°
Cable
Problem 4-32
A
D
4-33. A 1200 Ib load is supported by a cable that runs over a
small pulley at E and is anchored to a bar DA, as shown. Sketch
free-body diagrams of bars EB and DA and of the pulley. The bars
are pin connected at each end. Neglect the weights of the mem-
bers and the pulley.
Problem 4-34
4-5. A weight Wis supported by a flexible cable and an inclined
bar, as shown. The bar is pin connected at a vertical wall. Sketch
the free-body diagram for the bar.
Cable
Cable
60°
12
Wall
1200 lb
C
30°
W
8'
Bar
- 12
8
Pin
Problem 4-33
Problem 4-5
Knowledge Booster
Similar questions
- Solve the preceding problem for W = 1.0 lb. h = 12 in.,and k =0.511,/in.arrow_forward6-75 A 500-lb homogeneous circular plate is supported by three cables as shown in Fig. in the three cables. Determine the tensions TA Tc 9 in. 15 in. 21 in. 15 in. 9 in 21 in. yarrow_forward4-30 See Fig. P4-30. Determine the forces in each member of the frame subjected to the loads shown. PROBLEMS C 2 ft 1.5 ft- 600 lb 300 lb 3 ft 3 ft FIGURE P4-30arrow_forward
- 3-11 Detormine the forces in cables A and B if block Wof Fig. P3-11 weighs 350 Ib.arrow_forward3-3. Determine the bar force in each member of the trusses shown in Fig. 3-35 by the method of joint. 20 kN 80 kN 30° 50 kN 1.2 m 3.6 m 1,8 m 20 kN 2.4 m 2.4 m 2 at 4.8 m = 9.6 m (b) (a) 20 kN 30 kN 5 m 30 kN 30 kN 5 m 4 m 5 m to B 2 m 3 m m 3 m 4 m 4 m (c) (d) 3 at 3 m = 9 m 2 at 6 m = 12 m |- 2 m 6 m 2 m 3 m 50 kN () 20 kN (e) Fig. 3-35 E E Earrow_forward6-79 Bar AB is used to support an 850-lb load as shown in Fig. and-socket joint. End B of the bar is supported with two cables. Determine the components of the reaction at sup- port A and the tensions in the two cables. . End A of the bar is supported with a ball- 32 in. B 26 in. 850 lb 16 in.arrow_forward
- Solve with complete Free Body Diagram.arrow_forwardRepeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.arrow_forwardThe inclined beam represents a ladder with the Following applied loads: the weight (W) of the house painter and the distributed weight (u) of the ladder itself. Find support reactions at A and B: then plot axial force (N), shear (V), and moment (M) diagrams. Label all critical N, V, and M values and also the distance to points where any critical ordmates are zero. Plot N, V, and M diagrams normal to the inclined ladder. Repeat part (a) for the case of the ladder suspended from a pin at B and traveling on a roller support perpendicular to the floor at A.arrow_forward
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