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1-59. The anchor bolt was pulled out of the concrete wall and the failure surface formed part of a frustum and cylinder. This indicates a shear failure occurred along the cylinder BC and tension failure along the frustum AB. If the shear and normal stresses along these surfaces have the magnitudes shown, determine the force P that is applied to the bolt. Problem 1-59 3 MPa 45% 25 mm 25 mm 50 mm MPa 4.5 MPa 30 mm

1-59. The anchor bolt was pulled out of the concrete wall and the failure surface formed part of a frustum and cylinder. This indicates a shear failure occurred along the cylinder BC and tension failure along the frustum AB. If the shear and normal stresses along these surfaces have the magnitudes shown, determine the force P that is applied to the bolt. Problem 1-59 3 MPa 45% 25 mm 25 mm 50 mm MPa 4.5 MPa 30 mm

Understanding Business
Understanding Business
12th Edition
ISBN:9781259929434
Author:William Nickels
Publisher:William Nickels
Chapter1: Taking Risks And Making Profits Within The Dynamic Business Environment
Section: Chapter Questions
Problem 1CE
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1-59. The anchor bolt was pulled out of the concrete wall and the failure surface formed part of a frustum and cylinder. This indicates a shear failure occurred along the cylinder BC and tension failure along the frustum AB. If the shear and normal stresses along these surfaces have the magnitudes shown, determine the force P that is applied to the bolt. Problem 1-59 3 MPa 45% 25 mm 25 mm 50 mm MPa 4.5 MPa 30 mm
Transcribed Image Text:1-59. The anchor bolt was pulled out of the concrete wall and the failure surface formed part of a frustum and cylinder. This indicates a shear failure occurred along the cylinder BC and tension failure along the frustum AB. If the shear and normal stresses along these surfaces have the magnitudes shown, determine the force P that is applied to the bolt. Problem 1-59 3 MPa 45% 25 mm 25 mm 50 mm MPa 4.5 MPa 30 mm
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