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 17.55SP
Rework parts (b) and (c) of Example 17.7 using Mohr’s circle.
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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)
The maximum torsional shear stress of a shaft with diameter D can be found at what distance from the center of the shaft?
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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- (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_forwardPlease answer the following questions as a reply on this Discussion In relation to Mohr's Circle which shows the relationship between normal and shear stress, at what angle from the principla x-axis does maximum shear stress occurs? Justify your answer.arrow_forwardSo 873.7 it’s wrong . Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your workarrow_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_forwardSTRENGTH OF MATERIALS (NO LONG EXPLANTION NEEDED. RATE WILL BE GIVEN) Two blocks of wood, 50 mm wide and 20 mm thick are glued together as shown. If P is 600N, the shearing stress in the glued joint isarrow_forwardUsing Method of Sections (one cutting section and two equations only), determine the internal force on: Member BC, in N Member FG, in Narrow_forward
- Six 7/8-inch-diameter rivets fasten the plate into the fixed member. Determine the MAXIMUM shearing stress and MINIMUM shearing stress caused in each rivet by the 14 kip loads. (in ksi) Note: Show the illustration and computation of the centroid. 14 kips 3 in. 3 in. 14 kips Figure P-334 P. 10 in.arrow_forwardThe bar in the attached picture has a thickness of 16mm and a total width of 48mm. The pin has an diameter of 11mm.....arrow_forwardProblem 3 (Pro 3.19 Textbook modified): Using method of section. Solve for member FH using only one section cut. Use the right portion for the FBD. 3KN 2KH 2.5 m 1.5 m 4.5m A. Luzarrow_forward
- 6. A shaft of different diameters is planted to the wall at A and is subjected to torque loadings, as shown. Determine the maximum shear stress in the shaft. A fillet weld having a radius of 5 mm is used to connect the shafts at B. (note: the stress concentration diagram is given) 1000 N·m 50 mm B 400 N·m 30 mm 250 N·m 2.0 1.9 1.8 1.7 1.6 K 1.5 1.4 1.3 1.2 1.1 1.0 0.00 0.05 0.10 ▬▬▬▬▬▬▬▬▬▬▬ T D 0.15 LE 0.20 D/d=2.5 0.25 2.0 1.67 1.25 1.11 0.30arrow_forwardCan the flexure formula be applied only when bending occurs principal axis of inertia for the cross-section?arrow_forwardFor the given fig find the correct representation of the longitudinal variation of the bending stressarrow_forward
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