A fire extinguisher tank is designed for an internal pressure of 986 psi. The tank has an outer diameter of 4.5 in. and thickness of 0.08 in. Calculate the longitudinal stress, the circumferential stress, and the maximum shear stresses (in-plane and out-of-plane) at the outer surface of the tank. (Assume that all internal pressures are gage pressures. Enter the magnitudes in ksi.) longitudinal ksi circumferential 2 = ksi in-plane max = ksi out-of-plane max = ksi

A fire extinguisher tank is designed for an internal pressure of 986 psi. The tank has an outer diameter of 4.5 in. and thickness of 0.08 in. Calculate the longitudinal stress, the circumferential stress, and the maximum shear stresses (in-plane and out-of-plane) at the outer surface of the tank. (Assume that all internal pressures are gage pressures. Enter the magnitudes in ksi.) longitudinal ksi circumferential 2 = ksi in-plane max = ksi out-of-plane max = ksi

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

A WATER TANK IS 5 IN DIAMETER AND 6 HIGH. IF THE TANK IS TOBE COMPLETELY FILLED, DETERMINE THE MINIMUM THICKNESS OF THETANK IF THE STRESS IS LIMITED TO 70 MPa.(note: Diam = 5, Height = 6)
The copper pipe shown in the figure has an outside diameter of 3.625 in. and a wall thickness of 0.373 in. The pipe is subjected to a uniformly distributed torque oft= 63lb-ft/ft along its entire length. Using a = 2.25 ft, b = 4.00 ft, and c= 8 ft, calculate (a) the shear stress at A on the outer surface of the pipe. (b) the shear stress at B on the outer surface of the pipe.
A water tank 5m in diameter and 5m high is made from steel having a thickness of 12mm. Answer below, a.) When the tank is filled with water, determine the circumferential stress. b.) Determine the longitudinal stress at the bottom of the tank when it is filled with water. c.) If the circumferential stress is limited to 5MPa, what is the maximum height of water to which the tank maybe filled.
Topic: Strema A 750-mm high cylinder carries a load P which produces a normal stress at its cross-sectional area and a shear stress at its lateral surface area. Find its diameter if these stresses are equal. Choices: A. 3.0 m B. 4.5 m C. 1.5 m D. 6.0 m
3) The kinematic viscosity of the oil filled between two concentric vertical 150 mm long cylinders is 1.5 stokes. The outer diameter of the inner cylinder is 0.2 m, and the gap between the two cylinders is 1.2 mm. The inner cylinder is rotated at 200 rpm. Determine the shear stress acting in between the cylinders if specific gravity of the oil is 0.85 and also find the force required to rotates the inner cylinder.
From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mm
n figure as shown below, assume that a 35mm diameter rivet joint the plates which are each 150mm wide.(a) if the allowable stresses 200 MPa for bearing in the plate material and 120MPa for shearing of the rivet, determine the minimum thickness of each plate.(b)Under the conditions specified in part (a) what is the largest average stress in the plate. Answer a and b please
(c): How can the theory be applied to find the maximum allowable shear stress for thick walled cylinders?
A water tank, 22 ft in diameter, is made from steel plates that are 1/2 in. thick. Find the circumferential stress, if the maximum height of the tank is 52.45 ft. The specific weight of water is 62.4 lb/ft3.
Find stress at BD, BE, CE area = 0.0012 m^3
Given the following data: Cross section: 50mm x 75mm P = 200 kN θ = 15 ° with the x-axis Find the tensile stress (in MPa) on plane A-A. Find the shear stress (in MPa) on plane A-A. Find the angle (in degrees) of plane A-A in which the shear stress is maximum.
Q1/ A hollow steel tube with an inside diameter of 100 mm must carry a tensile load of 400 kN. Determine the outside diameter of the tube if the stress is limited to 120MN / (m ^ 2) .