The Steel Shaft Is Rigidly Connected To The Wall At Point A Tb 9 0 In K Td 1 32 In K Draw The Torsion Diagram Dra 1 (48.58 KiB) Viewed 52 times
The steel shaft is rigidly connected to the wall at point A. TB = 9.0 in-k, TD = 1.32 in-k Draw the torsion diagram. Draw the angle-of-twist diagram Determine the maximum (absolute value) shear stress in section AC (2-in diameter section) Determine the maximum (absolute value) shear stress in section CE (1-in diameter section) G(steel) = 11,000 ksi . 1.0" diameter bore 1.0" тр TA 2.0" -TB A B D E 20" 12" B 8" 10" Tmax (AC) = ksi Tmas (CE) = ksi
T (in-k) D 中 年 TORSIONA DIAGRAM 0 20 32 40 50 X (in) • (rads) B C D E ANGLE of A TWIST 0 DIAG. 20 32 40 50 x (in)
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