After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure.The horizontal steel beam had a mass of 81.70 kg per meter of length, and the tension in the cable was T-11260 N. The crane was rated for a maximum load of 500 kg. If d- 5.000 m, s -0.486 m, z-1.600 m. and h= 1.890 m, what was the magnitude of W₁ (the load on the crane) before the collapse? The acceleration due to gravity is g -9.810 m/s². WL- What was the magnitude of force Fp at the attachment point P? Fp= N N W₁

After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure.The horizontal steel beam had a mass of 81.70 kg per meter of length, and the tension in the cable was T-11260 N. The crane was rated for a maximum load of 500 kg. If d- 5.000 m, s -0.486 m, z-1.600 m. and h= 1.890 m, what was the magnitude of W₁ (the load on the crane) before the collapse? The acceleration due to gravity is g -9.810 m/s². WL- What was the magnitude of force Fp at the attachment point P? Fp= N N W₁

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Find the load carried by tower crane if G= 200N G F 7.5 m -12.5 m- 23 m B.
Q. Q2) For the truss shown in figure below, determine the forces in BI,c, fa 1o00 D. 2000 N 3m 3m 3m Scanned by TapScanner to JE
The level of a common steelyard without hook connections weights 7kg and acts at 5cm to the left of the fulcrum. The hook which carries the load,weights 4kg and is also attached on the left-hand side of the fulcrum at a distance of 12cm.if graduation mark 72cm from the fulcrum reads 50kg. Find (a).the weight of rider (b). How far is the zero graduation from fulcrum (c).What is the movement of riderper kg of graduation?
A uniform horizontal strut weighs 370.0 N. One end of the strut is attached to a hinged support at the wall, and the other end of the strut is attached to a sign that weighs 170.0 N. The strut is also supported by a cable attached between the end of the strut and the wall. Assume that the entire weight of the sign is attached at the very end of the strut. 30° Restaurant Find the tension in the cable (in N). Find the force (in N) at the hinge of the strut. (Give the direction in degrees counterclockwise from the +x-axis. Assume that the +x-axis is to the right.) magnitude direction °counterclockwise from the +x-axis
please solve it with shear force and free body diagram.
Rope BCA passes through a pulley at point C and supports a crate at point A. Rope segment CD supports the pulley and is attached to an eye anchor embedded in a wall. Rope segment BC creates an angle of ø = 64.0 ° with the floor and rope segment CD creates an angle 0 with the horizontal. If both ropes BCA and CD can support a maximum tensile force Tmaz = 165 lb. what is the maximum weight Wmar of the crate that the system can support? What is the angle e required for equilibrium? Express your answers numerically in pounds and degrees to three significant figures separated by a comma. • View Available Hint(s) nν ΑΣφ vec Wmax.0 = lb, degrees
A mechanism carries a constant load P applied to the seat as shown. For the angle 8, determine the following (a) the lengths LBE and LAB, in m (b) the angles a and p, in degrees Draw the complete FBD of (c) members AB, FG, EBH and GHI 6 Calculate the forces, in Newtons, for the following (d) member FG (e) pin H (f) hydraulic cylinder AB Given: P = 770 N, 0 = 30.4° E 100 175 Jos ou si ION 400 LBE This is not yoproperty so do not u in any way of 150 0 C SV ANG FUD UJ operty so do not if it were you 150 D E 175 B 200 Dimensions in millimeters G H 150 This is not your property so do not use it in any way as if it were your
Q5/A) From the figure below, determine the reaction force at pin C. A 000 0.6 m 10 kN 0.6 m 0.8 m 60° 0.4 m 6 kN OB
A crane boom which weighs 200 lbs and which is 10 feet long is supported so that it makes an angle of 50° with the supporting wall and so that the rope makes an angle of 70° with the wall. If a load of 100 lbs is hung on the end of the boom, what tension occurs in the rope and what thrust does the support exert on the lower end of the boom? with formula, free body diagram and solution pls
Compute all the bar forces in the truss below. Indicate if it is in compression or tension. Retain four decimal places in solving and two decimal places in final answer. H 3ft 3ft B 3ft M A K. 10 kips 15 kips 10 kips 4ft 4ft 5.5 ft 5.5 ft 4 ft 4 ft
A boom hinged at the base of a vertical mast is used to lift a 2000 lb load. Find the tension in the cable and the reaction R at the end of the boom. The angle of the boom is 40 degrees with the horizontal and the cable is 60 degrees with the vertical mast. Pls include given, formula, fbd, and solution.
0.5 P. P A 4 ft 4 ft 1-30- -3 ft SOC IST Given P = 300 lb what are the reactions at the pin support E? Note: The force at joint A is 0.5P and all connections are pin connections.