Situation 1. A closed cylindrical tank 500mm in diameter and made of 2mm thick plate is subjected to an internal pressure, p=1MPa and an axial tensile force, F-25kN. 1. Determine the longitudinal and tangential stresses (MPa) produced in the wall of the tank, respectively. A. 70.46, 125 B. 132.95, 62.5 2. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the normal stress. A. 113.84 B. 120.37 C. 62.5, 125 D. 125, 70.46 A. 23.94 B. 20.89 C. 115.26 D. 80.20 3. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the shear stress. C. 26.99 D. 17.53

Situation 1. A closed cylindrical tank 500mm in diameter and made of 2mm thick plate is subjected to an internal pressure, p=1MPa and an axial tensile force, F-25kN. 1. Determine the longitudinal and tangential stresses (MPa) produced in the wall of the tank, respectively. A. 70.46, 125 B. 132.95, 62.5 2. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the normal stress. A. 113.84 B. 120.37 C. 62.5, 125 D. 125, 70.46 A. 23.94 B. 20.89 C. 115.26 D. 80.20 3. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the shear stress. C. 26.99 D. 17.53

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

3. In the figure shown: a) Draw the Shear and Moment Diagram, and determine the maximum moment. b) Determine the Maximum Tensile and Maximum Compressive Flexural Stress developed. P1 27 kN P2 11 kN A 225 mm P2 3m 3m W
569
6. Z section) s) Calculate the axial stress in the x direction at corner A and corner D. (Point C is the centroid of the cross B= 20° M=10 kip.in 2 in. с 4 in. 3 in. 2 in. 3 in. Axial bending stress at A= Axial bending stress at D = ksi ksi
A beam has the cross section shown (thin-walled profile). The shear center is at a distance, e = 32.7 mm from the web, IEN = 1134000 mm4. If a force V = 30 kN is applied, passing through the shear center as shown, determine the nearest value of the shear stress in the web at C. |5 mm 3 mm 3 mm 30 mm D 80 mm 30 mm mm E F 55 mm а. 117 МPа O b. 70 MPa Ос. 138 МРа O d. 94 MPa
21. Simply supported beam 8 m length has a 2.000 kg load at the center. The flexural stress is 25,000 kPa. Find the section modulus. A. 6,434.56 in3 B. 1,846.56 in3 C. 79.82 in3 D. 95.78 in3
What is the average normal stress at segment AB. Crosssectional Area for AB= 50 mm^2 and BC=100 mm^2. P=10 kN. Length of segment AB= 150 mm and BC =150 mm). B AAB Авс LAB LBc O A. 0.10 MPa (Compression) O B. 100 MPa (Compression) O C. 0.2 MPa (Tension) O D. 200 MPa (Tension)
A steel shaft must transmit 150 kW at a speed of 360 rpm. Knowing that G = 77.2 GPa, design a solid shaft so that the maximum shearing stress will not exceed 50 MPa and the angle of twist in a 2.6-m length must not exceed 3°. Consider the frequency fto be 6 Hz. The diameter of the solid shaft is 71.4542 mm.
It is known that applied load (P) to the cross section is 900 Kn. Calculate the stresses at the given point and show the maximum values. Plot the stress profile in 3D. Calculate the total axial force and moments in the cross section. 1 m P 4m P 3 m 1m 600mm Ham or 300 140 460
Cross-section of 160 KN the members are 40 mm s0 kN diameter. 60 kN 6 m For the given 4. truss, calculate the normal stress at member AB. 5. Calculate the normal stress at member BC. 6. Calculate the normal stress at member DE. Calculate the normal stress at member EG. 7.
Problem # 1: A hollow shaft has an outside diameter 60 mm and a wall thickness of 1.25 mm. The maximum shear stress in the shaft must be limited to 150 MPa. Use G = 43 000 MPa. Determine: (a) the maximum power that can be transmitted by the shaft if the rotation speed must be limited to 20 Hz. (b) the magnitude of the angle of twist in a 700-mm length of the shaft when 30 kW is being transmitted at 8 rpm.
4.2- If positive M of 20kN.m is applied, draw the bending stress distribution. Est =200GPa and EAlu = 10GPa 180mm 20mm Wood Steel 100mm
Two smooth cylinders are placed in the position shown. Cylinder A 1,000N and has a radius of 10cm while cylinder B has a radius of 8cm and weighs 750N. Cylinder A is connected by a 35cm string to the smooth wall C. What is the tensile stress in MPa, developed in the string if the diameter of the string is 10mm and angle beta is 25°? Bº ...