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 19, Problem 19.4P
Compute the allowable tensile load for the double-shear butt joint shown. The plates are equivalent to
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Chapter 19 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 19 - Prob. 19.1PCh. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Compute the allowable tensile load for the...Ch. 19 - Rework Problem 19.4 assuming a bearing-type...Ch. 19 - Rework Problem 19.4 assuming that the bolts are 34...Ch. 19 - Select the number and arrangement of 34 in....Ch. 19 - Calculate the allowable tensile load for the...Ch. 19 - In the connection shown, 14 in. side and end...Ch. 19 - Design the fillet welds parallel to the applied...
Ch. 19 - A fillet weld between two steel plates...Ch. 19 - Design an end connection using longitudinal welds...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Calculate the allowable tensile load for the lap...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Rework Problem 19.10 assuming that both plates are...Ch. 19 - Rework Problem 19.12 assuming that the angle is an...Ch. 19 - Two ASTM A36 steel plates, each 12 in. by 12 in. ,...Ch. 19 - Rework Problem 19.20 changing the fasteners to 34...Ch. 19 - Calculate the minimum main plate thickness for the...Ch. 19 - A roof truss tension member is made up of 2L6412...Ch. 19 - Rework Problem 19.23 changing the fasteners to six...Ch. 19 - Determine the allowable tensile load that can be...Ch. 19 - The welded connection shown is subjected to an...Ch. 19 - In Problem 19.26, use a 38 in. fillet weld, change...
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- strength of materials 9.) Determine the width w of the plate loaded as shown if the permissible stress in plates of joints through the pin is 200MPa 10.) Design the above joint using the welded connection. The required length of the weld is:arrow_forwardwith the steel bar having 16 mm diameterarrow_forwardA circular-cross-section bar with a diameter of 50mm and a length of 1.25 m is axially loaded. The baris made of medium-carbon steel. Both ends are pinned.Determine(a) Whether the Johnson or the Euler formula shouldbe used.(b) The critical load.arrow_forward
- For a lap joint, determine the maximum safe load P which may be applied if the shearing stress in the rivets is limited to 60 MPa, the bearing stress in the plates to 110 MPa, and the average tensile stress in the plate to 140 MPaarrow_forwardSelect the lightest WT4 shape to be used as a 20 ft long tension member to resist the of dead load, D=40 k, live load, L=60 k, snow load, PS=25 k, and earthquake, E=110 k. The connection is two lines of bolts through the flange with three 3/4-in ∅ bolts in each line spaced at 3 in on center. Use A992 Grade 50 steel. Neglect block shear.arrow_forwardFigures 1 and 2 show two columns of round and square shape, respectively. Determine the radius of the round column so that the round and square column have the same cross-sectional area and compute the critical load of each strut. Use E=200 GPaarrow_forward
- A cylinder head stud has a diameter of 14mm at the bottom of the thread. If the maximum tensile stress allowed in the material is 30MPa. Calculate the safe load the stud can carry.arrow_forwardA member in tension in a machine frame is subjected to a continuous load of 5.00 kN. Its length is 750 mm and it is made of a carbon steel tube with an outer diameter of 17 mm and an inner diameter of 12 mm. Calculate the tensile stress (in MPa).arrow_forwardSHOW COMPLETE SOLUTION AND ILLUSTRATION FINAL ANSWER IN 3 DECIMAL PLACES Problem 2: A circular rod tapers in diameter from 50 mm from one end to 20 mmon theother end for a length of 12 m. it is attached to the ceiling with its bigger end and a load P= 85 kN is suspended at its lower end. The rod has E = 200 GPa. Compute the deformation of the rod due to this load. Neglect the weight of the bar.arrow_forward
- Determine the safe tensile load for bolts of (a)M 17and (b) M 26. Assume that the bolts are not initially stressed and take the safe tensile stress as 305MPa.arrow_forwardIf load P = 22.1 kips, determine the normal force in bar (1).arrow_forwardanalyze a symmetrically loaded simple truss. The minimum number of members is 10. All joints must have a load. Solve using the following methods: 1A: Method of Joints 1B: Method of Sectionsarrow_forward
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Differences between Temporary Joining and Permanent Joining.; Author: Academic Gain Tutorials;https://www.youtube.com/watch?v=PTr8QZhgXyg;License: Standard Youtube License