Problem 2 The steel water pipe has an inner radius of 6 in and wall thickness 0.25 in. (1) If the valve A is open and the flowing water is under a gauge pressure of 240 psi. Determine the longitudinal and hoop stress developed in the all of the pipe. (2) If the valve A is closed. Determine the longitudinal and hoop stress developed in the all of the pipe.

Problem 2 The steel water pipe has an inner radius of 6 in and wall thickness 0.25 in. (1) If the valve A is open and the flowing water is under a gauge pressure of 240 psi. Determine the longitudinal and hoop stress developed in the all of the pipe. (2) If the valve A is closed. Determine the longitudinal and hoop stress developed in the all of the pipe.

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 vertical portion of the press shown consists of a rectangular tube of wall thickness t = 10 mm. Knowing that the press has been tightened on glued wooden planks until P = 33 kN, determine the stress at (a) point 4, (b) point B. GA OB MPa MPa 200 mm 80 mm 80 mm Section a-a 60 mm B
1.1 A stainless steel tube with an outside diameter of 60 mm and a wall thickness of 5 mm is used as a compression member. If the normal stress in the member must be limited to 200 MPa, determine the maximum load P that the member can support.
Given: b = 350 mm d = 420 mm f'c = 30 MPa fy = 275 MPa Mu = 200 kN-m diameter of Rebar = 20 mm Required: 1 Depth of stress block, mm 2 Depth of the neutral axis, mm 3 Number of 20mm rebars
A. Determine the magnitude and direction of the hydrostatic force acting on the gate using the PRESSURE PRISM CONCEPT. Illustrate and label the pressure diagram/prism as part of your solution. Express your answer in kips. B. Determine the magnitude and direction of the force exerted on the plate by the ridge. Illustrate and label the FBD of the force system. Express your answer in kips. Show complete solution (Round off ONLY the final result to three decimal places. Indicate the unit of your final answer)
The tank is fabricated from steel plate. Determine the minimum thickness of plate which may be used if the stress is limited to 40 MPa and the internal pressure is 1.6 MPa.
Hand written please
9-6. Determine the normal stress and shear stress acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1. 9-7. Determine the normal stress and shear stress acting on the inclined plane AB. Solve the problem using the stress transformation equations. Show the result on the sectioned element. 45 MPa 45° Probs. 9-6/7 80 MPa
Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. If the normal stress in each rod must be limited to 280 MPa, determine the minimum diameter d₂ required for rod (2). 80 KN d₁ O 18.2 mm O 28.7 mm O 24.6 mm O 30.2 mm O 21.7 mm 140 KN 140 KN B (2)
Find the maximum torsional stress in shaft AC shown in the following figure. Assume the shaft from A to C is 10 mm diameter
(4) Two kids (200 N each) are balanced on a seesaw. Plane a-a (containing Point A) is just left of the pin support. Plane b-b (containing Point B) is just right of the pin support. Illustrate the combined state of stress at Point A and at Point B on the two stress cubes below. (Yes, compute values, of course.) Ans. 214 kPa 1.2m 1.2m Point A (on plane a-a): x y ^y 4 200 N A SEESAW GIVEN: Iy= 2.488 E6 mm 4 I₂0.9338 E6 mm 4 12 14 14 12 N 12 ib 33 лу 33 x 2000 Points A&B dims. in mm Point B (on plane b-b): ^y ------ NA x ----- N
(32 H.W Find longitudinal and hoor tensile stresses in the Wall of vessel Shown in figure, if the internal pressure. is 0.9 MPa and thickness of Wall is 6.4mm ? Ans: 6 = 42.19 MP₂ °H = 62.8 Mra 4 Also find I ?=0.67 Alir G 0.6m fot TE L = 1.8m O 7 0.6m
Determine the number of main bars, spacing, and determine the spacing for stirrups.