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A plate of 1/4-in. thickness is corrugated as shown and then used as a beam. For a vertical shear of 1.2 kips, determine (a) the maximum shearing stres in the section, (b) the shearing stress at point B. Also sketch the shear flow in the cross section. D 1.6 in. B \E F - 2 n. 1.2 in. 1.2 in. Cia DE 47

A plate of 1/4-in. thickness is corrugated as shown and then used as a beam. For a vertical shear of 1.2 kips, determine (a) the maximum shearing stres in the section, (b) the shearing stress at point B. Also sketch the shear flow in the cross section. D 1.6 in. B \E F - 2 n. 1.2 in. 1.2 in. Cia DE 47

Introductory Circuit Analysis (13th Edition)
Introductory Circuit Analysis (13th Edition)
13th Edition
ISBN:9780133923605
Author:Robert L. Boylestad
Publisher:Robert L. Boylestad
Chapter1: Introduction
Section: Chapter Questions
Problem 1P: Visit your local library (at school or home) and describe the extent to which it provides literature...
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A plate of 1/4-in. thickness is corrugated as shown and then used as a beam. For a vertical shear of 1.2 kips, determine (a) the maximum shearing stress in the section, (b) the shearing stress at point B. Also sketch the shear flow in the cross section. D 1.6 in. B \E F 2 in 2i 1.2 in. 1.2 in. Fig. P6.47
Transcribed Image Text:A plate of 1/4-in. thickness is corrugated as shown and then used as a beam. For a vertical shear of 1.2 kips, determine (a) the maximum shearing stress in the section, (b) the shearing stress at point B. Also sketch the shear flow in the cross section. D 1.6 in. B \E F 2 in 2i 1.2 in. 1.2 in. Fig. P6.47
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