Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Textbook Question
Chapter 17, Problem 17.52SP
Solve Problem 17.50 using Mohr’s circle.
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or section T below, subject to eccentric loads, determine:
a) The position of the centroid;
b) The moments of Inertia Iz and Iy;
c) The maximum bending stresses;
d) Plot the position of the neutral line.
Please, show me step by step. And, please, make the maximum bending stresses for the y and z axes.
4. Mohrs Circle construction for generalized plane stress
Consider the section shown.
15
mm
8 mm
200
mm
a
10 mm
200 mm
10 mm
What is the moment of inertia of the
section?
Given that the shear force is 170 kN.
What is the shearing stress at point a?
(Hint: Q is divided into two parts above
the point a)
Chapter 17 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 17 - Prob. 17.1PCh. 17 - A horizontal 30-ft simple span beam is supported...Ch. 17 - A 1-in.-by-4-in, steel bar is subjected to the...Ch. 17 - A W410100 structural steel wide-flange section is...Ch. 17 - A W1272 structural steel wide-flange section is...Ch. 17 - A solid steel shaft 3 in. in diameter and 4 ft...Ch. 17 - A short compression member is subjected to a...Ch. 17 - With reference to Problem 17.7, calculate the...Ch. 17 - A section of a 51-mm-diameter standard-weight...Ch. 17 - For the pipe of Problem 17.9, compute the maximum...
Ch. 17 - A concrete pedestal is in the shape of a cube and...Ch. 17 - 17.12 For the pedestal of Problem 17.11, assume...Ch. 17 - 17.13 Rework Problem 17.11, but assume that the...Ch. 17 - A 12-in-square concrete pedestal is subjected to a...Ch. 17 - 17.15 A short compression member is subjected to a...Ch. 17 - A rectangular concrete footing, 4 ft by 8 ft in...Ch. 17 - The bending and shear stresses developed at a...Ch. 17 - Stresses developed at a point in a machine part...Ch. 17 - Calculate the principal stresses at points A and B...Ch. 17 - 17.20 Rework Problem 17.19 using P = 8000 lb and...Ch. 17 - 17.21 A 1-in.-square steel bar is subjected to an...Ch. 17 - 17.22 A bar having a cross-sectional area of 6...Ch. 17 - Rework Problem 17.22, changing the load to a...Ch. 17 - Solve Problem l7.17 using Mohr’s circle.Ch. 17 - For the elements shown in Problem 17.18, use...Ch. 17 - Solve Problem 17.19 using Mohr’s circle.Ch. 17 - In Problem 17.19, change the load to 8000 lb and...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - A 4-in.-by-8-in. (S4S) Douglas fir timber beam is...Ch. 17 - A horizontal flexural member (a girt) in the wall...Ch. 17 - A simply supported W1850 structural steel...Ch. 17 - A steel link in a machine is designed to avoid...Ch. 17 - 17.36 An 8-in-square (S4S) vertical timber post is...Ch. 17 - A short 3-in.-square steel bar with a...Ch. 17 - A timber member 150 mm by 250 mm (S4S) is loaded...Ch. 17 - A concrete wall 8 ft high and 3 ft thick is...Ch. 17 - 17.40 A short compression member is subjected to a...Ch. 17 - 17.41 Calculate the maximum eccentric load that...Ch. 17 - A short compression member is subjected to two...Ch. 17 - 17.43 Calculate the force P that may be applied to...Ch. 17 - 17.44 A load of 1000 lb is supported on a...Ch. 17 - 17.45 A short compression member is subjected to...Ch. 17 - 17.46 A structural steel wide-flange section is...Ch. 17 - 17.47 A cast-iron frame for a piece of industrial...Ch. 17 - 17.48 The assembly shown is used in a machine. It...Ch. 17 - 17.49 A 50-mm-diameter solid steel shaft is...Ch. 17 - An element of a machine member is subjected to the...Ch. 17 - 17.51 A short-span cantilever built-up beam has...Ch. 17 - Solve Problem 17.50 using Mohr’s circle.Ch. 17 - 17.53 A cantilever beam is subjected to an...Ch. 17 - A 6-in.-diameter solid shaft is subjected to a...Ch. 17 - Rework parts (b) and (c) of Example 17.7 using...
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- An 1.5-meter shaft supports a gear weighing 37 kN at the center. What is the diameter of the shaft in mm if its bending stress is not to exceed 50 MPa?arrow_forwardA circular shaft of diameter 120 mm is welded to a rigid plate by a fillet weld of size 6 mm. If a torque of 8 kNm is applied to the shaft, what is the maximum stress in the weld?arrow_forwardThe tapered circular steel shaft is attached to a hollow circular steel shaft. Compute the angle of rotation (in degrees). Use G = 83 GPaarrow_forward
- 1. Find the maximum bending stress - and find the factor of safety 2. find with using the general hear formula - shear stress - and find the factor of saeftyarrow_forwardSolve for the indentation diameter if the BHN of the material is 70 and a 500 kg of load is applied? Use indenter diameter 10mm.arrow_forwardThe maximum torsional shear stress of a shaft with diameter D can be found at what distance from the center of the shaft?arrow_forward
- For the following Mohr's circle: can we find the normal stress in X, the normal stress in Y and the shear strenght in XYarrow_forward(b) A solid rectangular shaft of cross-section 80 mm × 50 mm is welded by a 5 mm fillet weld on all sides to a flat plate with axis perpendicular to the plate surface. Find the the maximum torque that can be applied to the shaft, if the shear stress in the weld is not to exceed 85 MPa. 11arrow_forwardFind the Shear Moment Diagram of the following problems usingONLY AREA METHOD.arrow_forward
- Note: End of the question answer also given if you got answer other than that values please leave it. Two long poles each 5.0 m tall, one of steel and one of hardwood (such as oak), are anchored vertically in a concrete slab so that only that part above the concrete can bend or be compressed. If the top of each is connect to the ground by a wire under tension to a point 1.0 m from its base, by how much does each bend and is compressed by this wire if it has a tension of 10,000 N. Assume that each pole has a radius of 6.0 cm. Answers: Δxwood = 87 μm, ΔLwood = 290 μmarrow_forwardWhere is the centroid of the cross-section with respect to the bottom in mm? In reference to Item 1, calculate for the moment of inertia with respect to the neutral axis in mm4. In reference to Item 1, determine the maximum tension bending stresses produced in segment BC of the beam in MPa. In reference to Item 1, determine the maximum compression bending stresses produced in segment BC of the beam in MPa.arrow_forwardCan the flexure formula be applied only when bending occurs principal axis of inertia for the cross-section?arrow_forward
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