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2. Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. Shafts AB and CD are solid of diameter d. For the loading shown, determine (a) the minimum and (b) maximum shearing stress in shaft BC, (c) the required diameter d of shafts AB if the allowable shearing stress in these shafts is 65 MPa. 0.9 m 0.7 m 0.5 m | 120 mm T= 6 kN m B T = 14 kN m T= 26 kN m D

2. Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. Shafts AB and CD are solid of diameter d. For the loading shown, determine (a) the minimum and (b) maximum shearing stress in shaft BC, (c) the required diameter d of shafts AB if the allowable shearing stress in these shafts is 65 MPa. 0.9 m 0.7 m 0.5 m | 120 mm T= 6 kN m B T = 14 kN m T= 26 kN m D

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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2. Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. Shafts AB and CD are solid of diameter d. For the loading shown, determine (a) the minimum and (b) maximum shearing stress in shaft BC, (c) the required diameter d of shafts AB if the allowable shearing stress in these shafts is 65 MPa. 0.9 m 0.7 m 0.5 m |120 mm T 6 kN m B T= 14 kN m Te = 26 kN m D. T = 6 kN - m
Transcribed Image Text:2. Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. Shafts AB and CD are solid of diameter d. For the loading shown, determine (a) the minimum and (b) maximum shearing stress in shaft BC, (c) the required diameter d of shafts AB if the allowable shearing stress in these shafts is 65 MPa. 0.9 m 0.7 m 0.5 m |120 mm T 6 kN m B T= 14 kN m Te = 26 kN m D. T = 6 kN - m
Modulus of Elasticity (psi) E3 899.73 29000000 32000000 25000000 Length in Inches Cross Sectional Area (in2) Load (Ib) SN L3 L2 L1 E2 E1 АЗ A2 A1 W 1 900.01 899.89 0.05 0.045 0.035 2130
Transcribed Image Text:Modulus of Elasticity (psi) E3 899.73 29000000 32000000 25000000 Length in Inches Cross Sectional Area (in2) Load (Ib) SN L3 L2 L1 E2 E1 АЗ A2 A1 W 1 900.01 899.89 0.05 0.045 0.035 2130
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