Shigley's Mechanical Engineering Design (McGraw-Hill Series in Mechanical Engineering)
Shigley's Mechanical Engineering Design (McGraw-Hill Series in Mechanical Engineering)
10th Edition
ISBN: 9780073398204
Author: Richard G Budynas, Keith J Nisbett
Publisher: McGraw-Hill Education
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Chapter 9, Problem 19P

9–17 to 9–20 A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure.

  1. (a)   Find the safe bending force F if the allowable shear stress in the welds is τallow.
  2. (b)   In part a, you found a simple expression for F in terms of the allowable shear stress. Find the allowable load if the electrode is E7010, the bar is hot-rolled 1020, and the support is hot-rolled 1015.
Problem Number b c d h τallow
9–17 50 mm 150 mm 50 mm 5 mm 140 MPa
9–18 2 in 6 in 2 in 5 16 in 25 kpsi
9–19 50 mm 150 mm 30 mm 5 mm 140 MPa
9–20 4 in 6 in 2 in 5 16 in 25 kpsi

Chapter 9, Problem 19P, 917 to 920 A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two

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A beam is supported and loaded as shown in the figure. Data: L = 1000 mm, c = 300 mm, f = 100 mm, D = 100 mm, d = 80 mm. The beam consists of different parts that are welded, and the fillet weld size a is 4 mm. The load q is 2 kN/m, and P = 10 kN. Calculate the maximum stress in the welds.
Q-1 A steel bar of thickness h, to be used as a beam, is welded to a vertical support by four fillet welds as shown in the figure. (a) Find the safe bending force F if the allowable shear stress in the welds is tallow. (b) In part a, you found a simple expression for F in terms of the allowable shear stress. Find the F allowable load if the electrode is E7010, the bar is hot-rolled 1020, and the support is hot-rolled Problem Number Tallow Q-1 a 50 mm 150 mm 50 mm 5 mm 140 MPa Q-1b 50 mm 150 mm 30 mm 5 mm 140 MPa
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Chapter 9 Solutions

Shigley's Mechanical Engineering Design (McGraw-Hill Series in Mechanical Engineering)

Ch. 9 - Prob. 11PCh. 9 - 99 to 912 The materials for the members being...Ch. 9 - 913 to 916 A steel bar of thickness h is welded to...Ch. 9 - 913 to 916 A steel bar of thickness h is welded to...Ch. 9 - 913 to 916 A steel bar of thickness h is welded to...Ch. 9 - Prob. 16PCh. 9 - Prob. 17PCh. 9 - 917 to 920 A steel bar of thickness h, to be used...Ch. 9 - 917 to 920 A steel bar of thickness h, to be used...Ch. 9 - 917 to 920 A steel bar of thickness h, to be used...Ch. 9 - Prob. 21PCh. 9 - 921 to 924 The figure shows a weldment just like...Ch. 9 - Prob. 23PCh. 9 - Prob. 24PCh. 9 - 9-25 to 9-28 The weldment shown in the figure is...Ch. 9 - 9-25 to 9-28 The weldment shown in the figure is...Ch. 9 - Prob. 27PCh. 9 - 925 to 928 The weldment shown in the figure is...Ch. 9 - The permissible shear stress for the weldment...Ch. 9 - Prob. 30PCh. 9 - 9-30 to 9-31 A steel bar of thickness h is...Ch. 9 - In the design of weldments in torsion it is...Ch. 9 - Prob. 33PCh. 9 - Prob. 34PCh. 9 - The attachment shown carries a static bending load...Ch. 9 - The attachment in Prob. 935 has not had its length...Ch. 9 - Prob. 37PCh. 9 - Prob. 39PCh. 9 - Prob. 40PCh. 9 - Prob. 42PCh. 9 - 9-43 to 9-45 A 2-in dia. steel bar is subjected to...Ch. 9 - 9-43 to 9-45 A 2-in dia. steel bar is subjected to...Ch. 9 - Prob. 45PCh. 9 - Prob. 46PCh. 9 - Find the maximum shear stress in the throat of the...Ch. 9 - The figure shows a welded steel bracket loaded by...Ch. 9 - Prob. 49PCh. 9 - Prob. 50PCh. 9 - Prob. 51PCh. 9 - Brackets, such as the one shown, are used in...Ch. 9 - For the sake of perspective it is always useful to...Ch. 9 - Hardware stores often sell plastic hooks that can...Ch. 9 - For a balanced double-lap joint cured at room...
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