The steel pipe (G - 75GPA) has an outer diameter of 50mm and an inner diameter of 30mm, It is fixed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. 200mm 250mm 300mm 30 N.m 20 N m

The steel pipe (G - 75GPA) has an outer diameter of 50mm and an inner diameter of 30mm, It is fixed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. 200mm 250mm 300mm 30 N.m 20 N m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The copper pipe (G - 45GPA) has an outer diameter of 50mm and an inner diameter of 30mm, It is fxed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. A 200mm 250mm 3. 30 N-m 300mm 20 N m 80 N-m O 0.00125rad O 0.00112rad O 0.00104rad O 0.00237rad
A hollow aluminium shaft of 80 mm outer diameter & 60 mm inner diameter is rotating @5 Hz when constant 120 KW is applied. Use the following: G(alum)-28 GPa, a=1.80 m, b=0.80m & L-2.60 m. Assumed that the angle of twist is constant.The torque "T2" developed at right fixed support at B is_KN-m B E 1.18 0.48 2.64 3.82 5.03
A force-couple system is acting on the frame as shown. Use A=80N, B=700N, C=150N, and M= 120N.m. The system is to be replaced with a single resultant force R. B 30° [Select] [Select] [Select] [Select] [Select] [Select] M 400 mm 200 mm 300 mm (a) Calculate the absolute value of the x-component of the resultant in N. (b) Calculate the absolute value of the y-component of the resultant in N. (c) Calculate the magnitude of resultant in N. (d) Calculate the angle that the resultant makes with the horizontal in degrees. (e) Calculate the absolute value of the x-intercept of the resultant's line of action in mm. (f) Calculate the absolute value of the y-intercept of the resultant's line of action in mm.
回の shear stress tmax in any of the three bars? P3 9 m P 135° up. (D 135° 90 dz s applied Knowing the steel the steel 09. A circular steel tube of length L = 0.90 m is loaded in torsion by torques T. s in the (a) If the inner radius of the tube is r, = 40 mm and the measured angle of twist between the ends is 0.5°, what is the shear strain y1 (in radians) at the inner surface? (b) If the maximum allowable shear strain is 0.0005 rad and the angle of twist is to be kept at 0.5° by adjusting the torque T, what is the maximum permissible outer radius (r2)max? B 12 mm is to be of ACR
The steel hollow shaft is rigidly attached to a solid bronze shaft by a bolt coupling. A maximum torque T can be applied to the ends of the shaft without failure. Use G = 83 GPa for steel and G = 35 GPa for bronze. 100 mm [ 70 mm †70 mm 1.5 m 2 m 1. Determine the maximum torque T in kN-m without exceeding a shear stress of 70 MPa in steel and 50 MPa for bronze. C) 8.56 A) 10.44 Determine the maximum torque T in kN-m without exceeding an angle of twist of 2.5° in the 3.5-m length. A) 1.20 Determine the number of 16 mm bolts required to attach the two shafts if the B) 9.82 D) 7.35 2. B) 13.51 C) 2.40 D) 12.68 3. allowable shear stress in each bolt is 30 MPa and the diameter of bolt circle is 150 mm. A) 4 B) 5 C) 6 D) 7 1A O 18 O 10 O 1D O 2A 28 20 O 2D ЗА 3B 30 O 3D O O O O O O O O O O O O
The compound shaft consists of bronze and steel segments, both having 120-mm diameters. If the torque T causes a maximum shear stress of 100 MPa in the bronze segment, determine the angle of rotation of the free end. Use G = 83 GPa for steel and G = 35 GPa for bronze. Bronze Steel 4.5 m '120 mm -3,5 m - T
The outer diameter of the solid steel pipe shown in the figure is 25 mm. If the pipe is fixed at point E as in the figure andIt is subjected to a force of 800 N, a torque of 45 N.m and a moment of 300 N.m, applied from the other end of the pipe as in the figure.if left, it will occur at point A;(a) Principal planes (@p1, Opz),(b) Principal stresses (Omax, Omin),(c) the view of the principal plane, Note: Point A is on the top and outer surface of the steel pipe. The line AB is parallel to the z-axis andpassing through the center
Assignment 4 (CLO4) The beam shown in the Figure below is subjected to the two couple moments. If the center support settles 1.5 mm, determine the reactions at the supports. Assume the roller supports at Dand can pull down or push up on the beam. Take E=200 GPa and I=22(10-6) m4. %3D 4 kN m 4 KN m 2m
2. The plate is acted on by four parallel forces, three of which are shown. The fourth force P and its line of action are unknown. The resultant of this force system is the couple-vector. (-1100i + 1500J)lbft. Determine P and its line of action. %D 1400 lb 200 lb 300 1b y 2. ft 3 ft 3 ft 4 ft
EXAMPLE 4.7 Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E.= 200 GPa and E.= 105 GPa, determine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180-- Dl E Steel Be 60 kN Brassc 40 kN 40-mm diam. 30-mm diam.
The force system acting on the machine part is equivalent to the single force R=475i+50j acting at O. (a)Find the value of P. (b)What is the value of the y-component of P? (c)Find the value of b. (d)What is the value of x-component of P?
QUESTION 4 A shaft AB is attached to the beam CDFH as shown in fig Q4 below. A torque of 200 kNm is applied to the end B of the shaft. Determine the rotation of section B. The shaft and beam are made of an aluminium alloy for which E= 720 GPa and G = 27 GPa, Neglect the strain energy of the hub DF. IC 400 mm 200 mm- 40.0 mm D 60.0 mm 400 mm 800 mm HO H 30.0 mm T= 2.00 kN.m