Q) Consider a weight supported by a cable as shown in figure below is equal 100 kN. Determine the force in * cable AB A 40 в W F = 5016 kN O F = 5014 kN F = 5010 kN F = 5012 kN O
Q: A pole is stabilized in a plane using four cables. The tension in each cable is shown in the figure.…
A: If P(x1,y1) and Q(x2,y2) are two points located in a plane, then the position vector PQ can be…
Q: What would be the maximum weight W of the block, shown in the following figure, so that the tension…
A: The free-body diagram of the point C is drawn below.
Q: Q) Consider a weight supported by a cable as shown in figure below is equal 100 kN. Determine the…
A:
Q: Course A force of 700 N is applied on a rigid bar as shown in the figure. The moment of Fabout…
A:
Q: Q2/ The cable BC carries a tension of 750 N. Write this tension as a force T acting on point B in…
A:
Q: What would be the maximum weight W of the block, shown in the following figure, so that the tension…
A:
Q: Q2/ The cable BC carries a tension of 750 N. Write this tension as a force T acting on point B in…
A:
Q: 3m 3m A MN kN 2m I 3m 1.5m 6m E In the above figure, thick red lines indicated as cables. If there…
A: Draw the free body diagram.
Q: 0.5 mm 0.4 m 0.6 m F=20 kN Bronze A = 1500 mm2 E = 105 GPa a = 21.6 x 10-c Aluminum A = 1800 mm2 E =…
A:
Q: Problem #1: From the given set of parallel forces shown in the figure, determine the Resultant force…
A: Problem #1 , Given data, Q= 40 KN T= 60 KN P= 45 KN W= 70 KN
Q: In Figure shown below,the component of the force F parallel to the bar AB is 4.25 kN.The magnitude…
A: Solution:
Q: Q) Consider a weight supported by a cable as shown in figure below is equal 100 kN. Determine the…
A: W=100 kN
Q: Two steel ropes connected to each other at point C are loaded as shown in the figure. The maximum…
A:
Q: A steel rod is acted upon by the loading shown below. 50 mm² is the area of the circular rod. The…
A:
Q: 1-The tension in cable AC is: F 24 7 D 4 4 3 A В Crate /////// 3.
A: Draw a free-body diagram of the crate.
Q: Q1/ A 30 kg mass is supported by cables as shown in figure bellow. determine tension in each cables.…
A: When the system is in equilibrium under the action of three concurrent force, then their relation…
Q: Q1: Determine the magnitude and direction of the resultant forces in figure below? F= 500 N F, - 600…
A:
Q: B FY Find the two components of the force (200 N) if a= 60 degrees, as :shown in the figure below F=…
A:
Q: + The forces are given in figure and applied as shown. 3 F,-100 KN Fq= 50KN and F3= 30 KN. The…
A: The main difference between twisting moment and bending moment is that their directions of moment.…
Q: A 200 kN weight is hung on a string as shown in the figure below. The tension T is: (A) 200 kN (B)…
A:
Q: A plane truss is shown in the figure. a = 4 m, b = 13 m, F = 18 kN. F2 = 28 kN. Find forces in the…
A:
Q: What would be the maximum weight W of the block, shown in the following figure, so that the tension…
A: The free-body diagram of the joint C is drawn below. Here, T and W represent the tension and…
Q: Stairs leading to a balcony are shown below. |400 lb B C dimensions in inches 40° 144 600 lb 32 22…
A:
Q: Q2) In Figure show the force- extension curve for three materials. a) Material b) Material c)…
A: Given Force elongation graph To find High ductility material High ultimate strength Brittle material…
Q: 1. A tripod supports the load W as shown in the figure. a. Determine the maximum load "W* that can…
A:
Q: Q1. In the figure below, if the net force of the two forces is 1000 kilonewtons. Find the value of…
A:
Q: Figure < 1 of 1 -1.75 m- -2.50 m- F E 30 B. M 30 0.5 m 0.65 m
A: Given Data The weight of the counter weight is: W=300 kg The angle at G is: α=30° The moment acting…
Q: Based on the figure below: a. Setup the equations to solve the problem. (10 pts., SO1.5) b.…
A:
Q: a) A steel box is going to be positioned on the wall as shown in Figure la. Determine the value of P…
A:
Q: 3. Determine the forces in the members of the roof truss shown in Figure 1-95. 200 lb B 30° 30° D A…
A:
Q: (c) Replace the loading on the frame in Figure 2 by a single resultant force. Specify where its line…
A: Explanation: The stepwise procedure to solve this problem is shown in the following attached image:
Q: What would be the maximum weight W of the block, shown in the following figure, so that the tension…
A:
Q: A cable is loaded and supported as shown in Fig. The vertical distance vc is 4 ft. Determine The…
A: Let Ax and Ay be the normal reaction at support ADx and Dy be the normal reaction at support…
Q: Q2 A steel bar of cross-sectional area 200 mm² is loaded as shown in Fig. Find the change in length…
A:
Q: D L ft 60° 60 30° 30 E L f- L ft In the figure, L = 10, P1 = 750 lb, and P2 = 620 lb. Compute the…
A:
Q: Q1) For the force system shown in figure, 1) Find the angle (4) so that the resultant of these…
A:
Q: Q1) For the force system shown in figure, 1) Find the angle (4) so that the resultant of these…
A: According to the condition of equilibrium, the net or algebraic sum of all forces and moment about a…
Q: Determine resultant of the force system shown in the figure Ex. 1 10 kN 12 kN 5kN 30 30 40° 3in Fig.…
A: To find resultant
Q: Example (1):Find the two components of the force 100 X) if: 0 = 30", 120, 270 as shown in figure. F…
A:
Q: The tube, shown below, is supported by two cables (AB) and (AC). A force F = 600 lb is applied in…
A:
Q: Q4//Determine the required vertical force F to be applied at the lower edge to open the square gate…
A: Area= 2.8×2.8 =7.84m2 Location of CG(y) =1.8+2.8sin45/2 =2.78m…
Q: Three forces and a moment are applied to the beam shown in Figure 1(b). Replace the loading acting…
A:
Q: Q1: Replace the two forces in Figure (1) with a single force at point A and a double acting on B has…
A:
Q: A 2 m 45% 2 m 2 m 2 m F F F
A: In above frame asked about horizontal and vertical forces for which we need to apply equilibrium…
Q: Q2: The crate weighing 996 N is supported by a cable system as shown in figure: 1-The tension in…
A: The free body of the crate is shown below. Here, T1 denotes the tension in cable AC and T2 denotes…
Q: Fig. 1.42 shows a system of three springs in series subjected to two axial loads. The stiffnesses of…
A:
Q: What would be the maximum weight W of the block, shown in the following figure, so that the tension…
A:
Q: Figure 1: The vertical force at A is: A) 21.58 N B 0.75 m 55⁰ A 1m 0.5 m 50 N 75 N-m
A:
Q: Q2/ Use the unit load method to find the slope and the horizontal displacement of point C on the…
A:
Q: 2) USE THE METHOD OF SECTIONS TO FIND THE MAGNITUDE AND DIRECTION OF THE FORCE IN BAR CD SHOWN BELOW…
A:
Step by step
Solved in 2 steps with 1 images
- A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines, as shown in the figure part a. Cable 1 has a length L1 = 22 Ft, cable 2 has a length L2= 10 ft, and the distance along the panel between lift points Band D is d = 14 ft (see figure part b). The total weight of the panel is W = 85 kips. Assuming the cable lift Forces F at each lift line are about equal, use the simplified model of one half of the panel in figure part b to perform your analysis for the lift position shown. Find the required cross-sectional area AC of the cable if its breaking stress is 91 ksi and a factor of safety of 4 with respect to failure is desired.A plane frame with a pin support at A and roller supports at C and £ has a cable attached at E. which runs over Frictionless pulleys al D and B (see figure). The cable force is known to be 400 N. There is a pin connection just Lo the left of joint C. (a) Find reactions at supports^, C, and E. (b) Find internal stress, resultants N, V, and M just to the right of joint C. (c) Find resultant force in the pin near C.A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete thrust blocks, as shown in the first part of the figure. The shores are evenly spaced at 3 m apart. For analysis purposes, the wall and shores are idealized as shown in the second part of the figure. Note that the base of the wall and both ends of the shores are assumed to be pinned. The pressure of the soil against the wall is assumed to be triangularly distributed, and the resultant force acting on a 3-meter length of the walls is F = 190 kN. If each shore has a 150 mm X 150 mm square cross section, what is the compressive stress
- .15 A hitch-mounted bicycle rack is designed to carry up to four 30-lb bikes mounted on and strapped to two arms Gil (sec bike loads in the figure part a) The rack is attached to the vehicle at A and is assumed to be like a cant silkier beam A BCDGII (figure part b) The light of fixed segment AB is U = 10 lb. centered 9 in. from A (see figure part b) and the rest of the rack highs W2 = 40 lb. centered 19 in. from A. Segment ABCDG is a steel tube o(2 X 2 in. with a thickness I = 118 in. Segment BCDGII pivots about a bolt at B with a diameter d1 = 0.25 in. to allow access to the rear of the vehicle without removing the hitch rack. When in use, the rack is secured in an upright posit ion by a pin C(diameter o( pin d, = 5116 in.) (see phoo and figure part C). The of returning effect of the bikes on the rack is resisted by a force couple F h at BC. (a) Find the support reactions at A for the fully loaded rack. (b) Find forces in the bolt at B and the pin at C. (c) Find average shear stresses in both the bolt at Band the pin at C. (d) Find average bearing stresses o, in the bolt at B and the pin at C.A sign of weight W is supported at its base by four bolls anchored in a concrete footing. Wind pressure P acts normal to the surface of the sign; the resultant of the uniform wind pressure is force fat the center of pressure (C.P). The wind force is assumed to create equal shear forces F/4 in the y direction at each boll (see figure parts a and c). The overturning effect of the wind force also causes an uplift force R at bolts A and C and a downward force (— R) al bolts B and D (see figure part b). The resulting effects of the wind and the associated ultimate stresses for each stress condition are normal stress in each boll (h — 60 ksi); shear through the base plate (th = 17 ksi); horizontal shear and bearing on each bolt ( tfur = 25 ksi and cr^ = 75 ksi): and bearing on the bottom washer at B (or D) (abor = 50 ksi).1.3-15 A space truss is restrained at joints A, B, and C, as shown in the figure. Load 2P is applied at in the -x direction at joint A, load 3P acts in the + - direction at joint B. and load P is applied in the + r direction al joint C. Coordinates of all joints are given in terms of dimension variable L (see figure). (a) Find reaction force components Ayand Azin terms of load variable P. (b) Find the axial force in truss member AB in terms of load variable P.
- A safety valve on the top of a tank containing steam under pressure p has a discharge hole of diameter d(see figure). The valve is designed to release the steam when the pressure reaches the value Pmax If the natural length of the spring, is L and its stiffness is k, what should be the dimension ft of the valve? (Express your result as a formula for h.)Space frame A BCD is clamped at A, except it is Free to translate in the .v direction. There is also a roller support at D, which is normal to line CDE. A triangularly distributed Force with peak intensity q0 = 75 N/m acts along AB in the positive - direction. Forces Px= 60 N and Pz = = 45 N are applied at joint C, and a concentrated moment My = 120 N . m acts at the mid-span of member BC. (a) Find reactions at supports A and I). (b) Find internal stress resultants N. E’I T, and .11 at the mid-height of segment AB.A special vehicle brake is clamped at O when the brake force P1 is applied (see figure). Force P1= 50 lb and lies in a plane that is parallel to the x-z plane and is applied at C normal to line BC. Force P2= 40 lb and is applied al B in the -y direction. (a) Find reactions at support O. (b) Find internal stress resultants N, V, T. and M at the mid-point of segment OA.
- Frame ABC has a moment release just left of joint B. Find axial force N, shear force V, and moment M at the top of column AB. Write variables N, V, and M in terms of variables P and L.A cylindrical brick chimney of height H weighs w = 825 lb/ft of height (see figure). The inner and outer diameters are d1= 3 ft and d2= 4 ft, respectively. The wind pressure against the side of the chimney is p = 10 lb/ft2 of projected area. Determine the maximum height H if there is to be no tension in the brickwork.Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.