Tie rod (1) diameter = 11 mm, and it is supported by double-shear at B and D and single-shear at A. pin at B diameter = 9 mm a = 630 mm, b = 315 mm, h = 390 mm, and 0= 65°. allowable axial stress in tie rod (1)=210 MPa allowable shear stress in pin B =110 MPa WHAT IS THE MAXIMUM FORCE P? ANSWER IN KN ROUNDED-OFF TO 2 DECIMAL PLACES D (1) h a B b

Tie rod (1) diameter = 11 mm, and it is supported by double-shear at B and D and single-shear at A. pin at B diameter = 9 mm a = 630 mm, b = 315 mm, h = 390 mm, and 0= 65°. allowable axial stress in tie rod (1)=210 MPa allowable shear stress in pin B =110 MPa WHAT IS THE MAXIMUM FORCE P? ANSWER IN KN ROUNDED-OFF TO 2 DECIMAL PLACES D (1) h a B b

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

Problem 2: A concentrated load P=36 kN is applied to the upper end of a pipe. The outside diameter of the pipe is D = 220 mm, and the inside diameter is d = 200 mm. Determine the vertical shear stress on the y-z plane of the pipe wall. 36 kN C Pipe cross section. D
Two loads P act as shown, one parallel to (x0) and another parallel to z0; each load P equals 2.0 kN. The crankshaft dimensions are b1 = 90 mm, b2 = 120 mm, and b3 = 40 mm. The diameter of the upper shaft is d = 20 mm. Determine the normal stress at point B, which is located on the surface of the upper shaft at the y0 axis.
The solid rod with radius r=37 mm is subjected to the loading F;=120 kN, F2=38 kN, F3=29 kN. With dimensions a=210 mm and b=330 mm Determine the magnitude of the combined shear stress at point B, given the following: Section Properties: b A=4300.84 mm? |= 1471963 mm A J= 2943925 mm4 Qmax= 33769 mm? B. O 0.310 MPa O 0,007 MPa O 0,620 MPa O 6.615 MPa O 4.805 MPa O 40.147 MPa O 13.176 MPa
The mechanism below consists of a solid shaft with a diameter of 2 in between A and B and a hollow shaft with an outside diameter of 7 in and a thickness of 1/2 in between B and C. A torque T = 3 kip-in is applied as shown at A and two forces, each P = 322 lb, are applied as shown at the ends of the levers connected to Point B. Determine the shear stress that occurs on the exterior of the hollow shaft between B and C. Express answer in nearest whole psi.
The simply supported beam shown supports a uniformly distributed load of w = 50 kN/m. Assume x = 1.6 m, a = 3.5 m, b = 6.0 m, xk = 2.5 m. The cross-sectional dimensions of the beam are b₁ = 305 mm, t₁ = 23 mm, d = 480 mm, tw = 14 mm, and y = 85 mm. Determine the principal stresses and the maximum shear stress acting at point H. On a piece of paper, show these stresses on an appropriate sketch. ΧΗ พ bf H H B K Ун XK Ук b K a tw d
Try One scene 7 of 7 The bar has a 90 mm by 20 mm rectangular cross section. If P = 80 kN, determine the force components perpendicular (N) and parallel (V) to a – a, the inclined surface area, and the normal and shear stress magnitudes acting on surface a – a. 90 mm 62° a N kN kN Aa-a mm2 P = 80 kN MPa MPа Try one 1st 2nd 3rd Enter attempt
3. A solid bar having a diameter of 160 mm is to be replaced by a rectangular tube having cross- sectional area of 150 mm x 310 mm to the median line of the cross-section. (a) Determine the required thickness of the tube so that the maximum shear stress in the tube will not exceed the maximum shear stress in the solid bar. (b) Determine the shear stress in the tube . If it is subjected to a torque T = 15 kN-m and a thickness of 10 mm. and (c) Determine the angle of twist in degrees of the tube if the length of the tube is 1000 mm and the shear modulus is 75 GPa. Thickness of the tube is 10 mm and the torque T = 15 kN-m.
In the system, the AB and BC rod is made of the pipe whose cross-section is given in the figure. σemn = 85 MPa. For this loading case .......... (σ Since AB account value), AB bar is .......... (suitable / not suitable) and .......... (σBC account value) so BC bar is ... (suitable / not suitable). Even if the pipes are suitable, shaft diameters are required if one wishes to be changed. The diameter of the AB shaft must be at least .......... mm and the diameter of the BC shaft must be at least .......... mm. F=34 kN , D=34 mm , d=17 mm , θ=(28,5)^0
Part 1. A composite assembly of length, L-375 mm, consisting of a steel (G-77 GPa) core (2) connected by rigid plates at the ends of an aluminum [G-35 GPa) tube (1) is shown. The aluminum tube has outside diameter D₁ - 50 mm and inside diameter d₁-30 mm. = 100 MPa, and the The solid steel core has diameter d₂-25 mm. The allowable shear stress of aluminum tube (1) is (rallow) allowable shear stress of steel core (2) is (Tallow)2= 135 MPa. Determine (a) the allowable torque T that can be applied to the composite shaft. (b) the corresponding torques produced in tube (1) and core (2). (c) the angle of twist produced by the allowable torque T. T D₁ L Calculate the polar moment of inertia, J₁, of the aluminum tube. Answer: J₁ (106) mm².
Two loads P act as shown, one parallel to (x0) and another parallel to z0; each load P equals 2.5 kN. The crankshaft dimensions are b1 = 80 mm, b2 = 135 mm, and b3 = 55 mm. The diameter of the upper shaft is d = 26 mm. Determine the normal stress at point A, which is located on the surface of the upper shaft at the z0 axis. | Yo B b3 Lütfen birini seçin: a. -155.971 MPa b. -200.302 MPa c. None d. -520.946 MPa e. -124.141 MPa
6. The figure below shows the geometry and loading of segment of a crankshaft. The diameter of the upper shaft is 20mm. Determine the principal stresses and the maximum shear stress at point A, which is located on the surface of the upper shaft at the zo axis. b-80 mm Xo bz = 120 mm by- 40 mm P-LOKN
To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e� = 55 mmmm and is subjected to the loading shown. Let a� = 200 mmmm , b� = 220 mmmm , c� = 350 mmmm , d� = 250 mmmm , and P� = 3.0 kNkN . Take point A to be at the top of the circular cross-section. As shown (Figure 2), a cut was made at A to determine the resultant internal loadings. Determine the moment about the x axis, Mx��. b) Part B - Moment about the z axis at A Part C - Stress due to the normal force To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the normal force. Part D - Stress due to the bending moment about the x axis To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the bending moment about the x axis.