Problem 4. The structure in the figure is composed of two rigid bars (AB and CD) and two vertical rods made of luminum and bronze. Determine the vertical displacement of the point where the force P = 12kips is applied. Neglect the weight of the members. Aluminum: A-0-75 in t- 10x10°psi

Problem 4. The structure in the figure is composed of two rigid bars (AB and CD) and two vertical rods made of luminum and bronze. Determine the vertical displacement of the point where the force P = 12kips is applied. Neglect the weight of the members. Aluminum: A-0-75 in t- 10x10°psi

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

The cantilever truss in the figure is hinged at D and E. Find the force in member DC. 1000 Ib 60" 60 30 C lo' la00 16
The shaft is supported at its ends by two bearings AA and BB and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T1=T1= 585-NN forces act in the -zz direction and the 200-NN and 80-NN forces act in the +yy direction. The journal bearings at AA and BB exert only yy and zz components of force on the shaft. Part A Determine the resultant normal force on the cross section at CC. Express your answer to three significant figures and include appropriate units. NC= values ? NC= units? Determine the resultant shear force in the yy direction on the cross section at CC . Express your answer to three significant figures and include appropriate units. (VC)y Values ? (VC)y units ?
Question 1: Given that Tuitow = 50 MPa for the rod AB and tattow = 25 MPa for the rod BC. If T=1250 N.m, find the required radius for both rods. Ahmtmum AB = BC =
1,200 N-m 4,500 N-m 2,800 N-m 500 N-m (3) 0.70 m 1.80 m 0.70 m Complete the torsion diagram of rod ABCD loaded as shown by dragging the components and filling in the values. T (kNm) A D B 1700 4500 500 -1700 -1200 2800 1600 -2300 -4500 4000 2300 3300 -2800 -3300 1200 -500 -4000 -1600
The assembly is made of A-36 steel cylinders. (Figure 1) Part A: If the gap between C and the rigid wall at D is initially 0.15 mm, determine the magnitudes of the support reactions at A and D when the force P = 220 kN is applied. Enter your answers in kilonewtons to three significant figures separated by a comma. Fa, Fd = ?
3. The aluminum block has the rectangular cross-section and is subjected to an axial compressive force of 8 kips. The 1.5-in side changed its length to 1.50014 inches. Use E = 10 x 10³ ksi. Calculate the new length of the 2-inch side. Answer: Lnew = 2.00019 in 1.5 in 2 in. 8 kip- 8 kip 3 in. 4. A solid cylinder of diameter D is subjected to an axial load P. Show that its change in diameter is 8D = 4Pv/лDE.
In the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate the 1) vertical reaction at A, 2) vertical reaction at B, 3) horizontal reaction at B P 6 kips 6 kips В 6 ft – 3 ft 2 ft ' 2 ft
TEST YOUR UNDERSTANDING! Problem 1 Four wires support the rigid members CD and AB. If a 500-lb load is applied at point I, determine the angle of tilt of AB and the displacement of point A. The members were originally horizontal, each wire has a cross-sectional area of 0.5 in² and E = 29 x 106 psi. (Taken from Hibbeler, 2015) Follow these questions for your solution: 1. Draw the FBDs of bar CD and bar AB. What are the forces in the wires? Problem 2 The horizontal rigid bar is supported by bars A and B and a pin support. If the system is loaded by P₁ and P2, what would be the vertical displacement of the point of application of P₁? Follow these questions for your solution: 1) Draw the FBDs needed. What is the normal force in bar A? in bar B? 2) Draw the deformation diagram. What compatibility equation would you use to determine the displacement of the point of application of P₁? How did the horizontal bar tilt? Answer to Test your understanding box 1 Problem 1: E Problem 2: D THA 1.8 ft…
The loads F₁ = F₂ = 20kN. The mass of the truss is 960 kg. The members of the truss are homogeneous bars with the same uniform cross section. (Figure 1) Figure -4 m B -4 m D E G F₁ F₂ ▼ Part A What is the a coordinate of the center of mass of the truss? Express your answer with the appropriate units. H= Submit Part B Value S Az, Ay, G= Request Answer C Units G ? Determine the reactions at A and G. Enter your answers numerically separated by commas. VGI ΑΣΦ 11 vec 3 C GMC ? kN
QUESTION 3 Rod ABCD is connected to Rod DEFG at D and is also connected by rod BF by pins. A pulley is connected to end G with radius of 0.1m. The rope is hanging around the pulley to hold a mass M1 of 100 kg. The other end of the rope is connected to point C at rod ABCD. Another rod EH is also connected to point E by pin to hold the structure. Point A and point H are also by pin connections to the wall. Points A, B, C, D, H are vertically in-line. Find reactions at pins H and A. (AB = 0.2m, BC = 0.2m, CD = 0.1m, DE = 0.3m, EF = 0.15m, FG = 0.15m, EH = 0.5m, the mass of the rods are neglected). 0.2m B 0.2m Radius Pulley G- 0.Im 0. Im 0.15 D 0.3m E 0.15 0.5m MI- 100 kg H
Problem 3. As shown in the Figure below, please determine the internal force in the middle of AB, with the given data: OA-15 cm, OB-30 cm, OC-60 cm. W=40N, Wo=60N. F=1214N, B-10°, FM=1236 N, and 8=15%. Fj B FM W Wo 4
plz help before -ront The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T₁ 410-N forces act in the - direction and the 200-N and 80-N forces act in the +y direction. The journal bearings at A and B exert only y and components of force on the shaft. Figure lashel but sol is 300 mm A 200 mm 2 150 mm 150 mm ✓ 200 mm 400 mm B. 200 N 200 N 80 N 80 N 1 of 1 ▾ Part B Determine the resultant shear force in the y direction on the cross section at C Express your answer to three significant figures and include appropriate units. (Vc)y=245.714 Submit Part C Submit * Incorrect; Try Again; 3 attempts remaining Check your signs. (Vc),= 175 ▾ Part D Determine the resultant shear force in the direction on the cross section at C. Express your answer to three significant figures and include appropriate unite. T= 10 ▾ Part E Previous Answere (Mc) Submit M ^ Part Fi * Incorrect; Try Again; 5 attempts remaining…