show complete solution A homogenous bar AB weighing Wis supported by a ball and socket joint at A and two cables attached to B. Determine the reactions at A and the tension at cables. Enter the absolute value for all answers.ВL6LsL3LayDL14.3mL23.2mL34.5mL42.0mL55.1mLe4.3m350NkN (3 Decimal Places)TBC=kN (3 Decimal Places)TBD=kN (3 Decimal Places)AX=kN (3 Decimal Places)AY=kN (3 Decimal Places)AZ=

Given data, Coordinates of A = (0, 0, 0) Coordinates of B = (-5.1, 0, 4.3) Coordinated of C = (4.3,…

Answered: A homogenous bar AB weighing Wis…

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

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Determine the forces in members JK, DE, and KD.
1. From the given truss, determine the following: a. Horizontal reaction at J b. Vertical reaction at J c. Reaction at F d. Force acting on member "EF" and identity if Tension or Compression e. Member "HE" f. Member "EI"
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Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. kys Part 1 B 3.1 m AD 50° CD Answers: AD = The Free-Body diagram for joint D is drawn assuming that all internal forces are in tension. Solve for the forces in AD and CD. The forces are positive if in tension, negative if in compression. 50 CD = i 6.2 m 50 D 50° 3600 N 3600 N N N
Solve the following problems completely. Include the FBD with proper labels. 1. The truss is supported by a hinge at A and a roller at D as shown. Find the reactions in the supports. 20 kips C 3 ft D 10 kips - 3 ft 3 ft 2. The truss is supported by a roller at A and a hinge at D as shown. Find the reactions in the supports. B 10 KN 1.5 m 250 A 2 m 2 m 20 KN
Your answer is partially correct. Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 11.0 kN A 4.5 m 4.5 m 4.5 m B 3 m 4.5 m 4.5 m Answers: BC = 16.5 kN BE = i -15.4237 kN EF = -23.1900 kN
Write the 3D static equilibrium equations for the bar and solve for the reactions.
Find the horizontal and vertical reactions at the pin at B. Note that the support at D is fixed. Sign convention for the positive x and y direction applies for the answers. Diagram not to scale Answers: (a) -4 kN, 2 kN (b) 4 kN, -2 kN (c) 1.5 kN, 3 kN (d) -1.5 kN, -3 kN 3 kN B A D TTT 2 m 4 kN 2 m C 1m 2 m 5 m
Solve step by step and correctly.
To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=2.0a=2.0 ftft, b=7.0b=7.0 ftft, and c=12.0c=12.0 ftft. The applied forces are F1=1.50F1=1.50 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=60∘θ=60∘ with the horizontal. Neglect the weight of the beam.(Figure 1)

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