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P12.20 The cylinder in Figure P12.20 consists of spirally wrapped steel plates that are welded at the seams. The cylinder has an outside diameter of 280 mm and a wall thickness of 7 mm. The cylinder is subjected to axial loads of P = 90 kN. For a seam angle of ẞ= 35°, determine: (a) the normal stress perpendicular to the weld seams. (b) the shear stress parallel to the weld seams. P

P12.20 The cylinder in Figure P12.20 consists of spirally wrapped steel plates that are welded at the seams. The cylinder has an outside diameter of 280 mm and a wall thickness of 7 mm. The cylinder is subjected to axial loads of P = 90 kN. For a seam angle of ẞ= 35°, determine: (a) the normal stress perpendicular to the weld seams. (b) the shear stress parallel to the weld seams. P

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.5.2P
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P12.20 The cylinder in Figure P12.20 consists of spirally wrapped steel plates that are welded at the seams. The cylinder has an outside diameter of 280 mm and a wall thickness of 7 mm. The cylinder is subjected to axial loads of P = 90 kN. For a seam angle of ẞ= 35°, determine: (a) the normal stress perpendicular to the weld seams. (b) the shear stress parallel to the weld seams. P
Transcribed Image Text:P12.20 The cylinder in Figure P12.20 consists of spirally wrapped steel plates that are welded at the seams. The cylinder has an outside diameter of 280 mm and a wall thickness of 7 mm. The cylinder is subjected to axial loads of P = 90 kN. For a seam angle of ẞ= 35°, determine: (a) the normal stress perpendicular to the weld seams. (b) the shear stress parallel to the weld seams. P
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