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 19.11P
A fillet weld between two steel plates intersecting at right angles was made with one
leg and one
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Note: the drawing below shows the end view of a weldment consisting of 7 tubes.
8.625"
4.
What is the c-c distance between each of the seven tubes in the weldment above?
QUESTION 3
2. For the given welded bracket shown, design the required size of weld
needed to resist the given eccentric load P=125 kN. Use E70xx electrode.
Where: X=150mm, Y=125mm, Z=50mm
what is the maximum force on the welds in kN? (2 decimal places)
X
Y
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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- 2arrow_forwardDetermine the fillet weld size required if #70 electrodes are used.arrow_forwardO wrapping the weld around the corner a minuimum of the specified weld size and ar wrapping the weld around the corner for a distance not less than two times nor mor QUESTION 4 On all CJP groove welds in butt joints transverse to the computed tensile stress, they:. O A. Shall have no visible porosity that exceeds 1/32" O B. shall have no visible porosity that exceeds 3/32" O C. shall have no visible porosity O D. shall not have a sum of visible porosity that exceeds 3/8" O E. shall not have a sum of visible porosity that exceeds 1/2" QUESTION 5arrow_forward
- 8. Design the length of weld (L) in the connection below to develop the full tensile capacity of the plate. Use E70 electrodes and 1/4" side fillet welds. The material is ASTM A36 Steel and the allowable axial tensile stress is 22,000 psi. (show all your work) "L" PL 1/2" PL 3/8" x 6" Parrow_forwardDetermine the length of the weld run for a plate of size 120 mm wide and 15 mm thick to be welded to another plate by means of 1. A single transverse weld; and 2. Double parallel fillet welds when the joint is subjected to variable loads.arrow_forward4) Determine the maximum stress. in the welds an if the joint.is. Safe for T=90.N/c. for figurea te h= {mm ム=6mm Ans: て 300N 15cm 5cm 20 Cm 18Cmarrow_forward
- Determine the y_bar coordinate of the composite shape. Treat the bent corners as square and ignore the fillet welds. The answer is 272 mm btw.arrow_forward15 What is the weight of the weldment shown? (MS) Plate= .2835 lbs. per cubic inch. S 58" x 21 x 21" M.S. plate both ends 5/8=-625 W16 x 26 x 14 12' a 26 lbs/ft a. 241.90 lbs b. 533.28 lbs. C. 206.45 lbs d. 455.14 lbs 7arrow_forwardThe allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of the weld cannot exceed 3 in. If the weld must transmit a total force equal to 9600 lb, it’s size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.arrow_forward
- 3.) The diagram below shows a 5.5m long double angle brace which is connected by 6mm welding connection. The length of weld shown in the picture is 300 mm on the top and 100 mm on the bottom. The 2-L127x 89x6.4 are 300W steel and long leg back-to-back. The braces are to be welded to a 12 mm 350W steel gusset plate. Determine the factored tensile capacity of the angles. Any intermediate connections that are required should also be specified. 740 kN -12 mm Gusset Platearrow_forwardShow your full work. Don't provide the wrong solution.arrow_forwardFind the information from the following weld symbol. 20 2.arrow_forward
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