Pravinbhai Problem 3.Show that the force equilibrium in y-direction is expressed by(2 + G) + GV² v + Y = 0дуλ= Lame's constant, e = &+&+&x, G= shear modulus

the calculations for the air conditioning process:Information Gathering:Airflow rate (V): 300 ft³/s…

Answered: Problem 3. Show that the force…

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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Problem 2 The series of bars shown have their diameters from left to right decreasing by 3 mm, and lengths increasing correspondingly by 0.3 m. If the leftmost member has a diameter and length of 28 mm, 1.8 m, respectively, determine the nodal displacements, member forces and the value of P if the node where P acts undergoes a rightward displacement of 4.5 mm. E=180 GPa for all members. Use your calculator. 90 N/mm 45 N/mm 60 N/mm 30 KN -50 KN
A bent pipe is connected by a thrust bearing and a cable as shown. If a Force, F = 184 lb, is applied, what are the reactions at the thrust bearing and in the cable. The dimensions shown are a = 8.7 ft, b = 6.4 ft, and c = 4.5 ft. y N
The steel box wrench (E=29,000ksi, v=0.32) is loaded with a 40-lb horizontal force and a 25-lb vertical force. Find the following for an element located at point B on Section a-a: 24 in. 1. The non-vanishing resultant internal moments on section a-a are which of the following? 4 in. a. (160 i- 600 j+960 k)in · Ib b. (-160 i+600 j+960 k ) in · lb c. (-960 i+160 j+600 k)in - lb d. (-960 i -160 ј-600 k)in-lb a e. none of the above 2. The normal and shear force components on section a-a are: a. V, = 65lb;V, = 40lb; N¸ = 25lb b. V, = 0;V, =40lb; N, = 25lb c. V, = 64;V, = 25lb; N, = 40lb d. V, =0;V, =-40lb; N¸ = -25lb e. none of the above 3. The non-vanishing stress components at point B are: 0̟ =1.60; t =-4.89ksi; а. 0, =-4.89; 7 =3.60ksi; 0, = 2.50ksi; T, d. o, = 4.91ksi; t =-4.89ksi; b. с. =-4.89ksi; е. none of the above 4. The principal stresses at point B from most tensile to most compressive are: O1,02,0; =4.16,–0.8,–5.76 b. o,,0,,0, =5.76,0,–4.16 а. O1,02,0; =1.9,-2.45,-6.8 с. d.…
Situation 3. The system shown anchors a stanchion of a cable-suspended roof. If the tension in cable AB is 900 kN, what are the tensions in cables EF and EG? y G (0, 1.4, –1.2) m F E (3.4, 1, 0) m (2, 1, 0) m (1, 1.2, 0) m В (0, 1.4, 1.2) m A (2.2, 0, –1) m (2.2, 0, 1) m
The rod is supported by a ball and socket joint A and cables BD and CD. Suppose that w=900 N/m. Determine the components of reaction at the ball and socket joint A using scalar notation. Determine the tenstion in the supporting cable DB. Determine the tension in the supporting cable DC.
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G=4 M=7 L=7
Q3) Determine the resultant moment produced by forces FB and FC about point O. Express the result as a Cartesian vector?
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The system is made up of a bar, supported by a pin at point A and by a smooth collar at point B (the collar slides on the ABG bar). The collar is pinned to bar BDE, and bar BDE is supported by a pin at D and a cable at end E. Determine the force P such that the force in the cable equals to T. With T= 26 lb, a=4 in, b=9 in
FY Find the two components of the force (200 N) if a= 60 degrees, as :shown in the figure below F= 200 N α= 60 FX (FX= 100 N) AND (FY= 73.2N) O (FX= 173.2 N) AND (FY= 100N) O (FX= 100 N) AND (FY= 173.2N) O
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Problem 3. Show that the force equilibrium in y-direction is expressed by (2 + G) + GV² v + Y = 0 ду λ= Lame's constant, e = &+&+&x, G= shear modulus