The 1j14-mm-diameter steel shaft is subjected to the torques shown. T1 = 13 kN-m, T2 = 2 kN-m, T3 = 3 kN-m. Determine the angle of twist (degrees) of the end B. Use L1 = 0.58 m., L2 = 0.66 m., L3 = 0.68 m. Shear modulus = 70 GPa. ROUND OFF TO TWO DECIMAL PLACES. A T3 L3 L2 В L1 T1 to

The 1j14-mm-diameter steel shaft is subjected to the torques shown. T1 = 13 kN-m, T2 = 2 kN-m, T3 = 3 kN-m. Determine the angle of twist (degrees) of the end B. Use L1 = 0.58 m., L2 = 0.66 m., L3 = 0.68 m. Shear modulus = 70 GPa. ROUND OFF TO TWO DECIMAL PLACES. A T3 L3 L2 В L1 T1 to

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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ẩj14-mm-dẩaẩẩjr steel shaft is subjected to the torques shown. T1 = 13 kN-m, T2 = 2 kN-m, T3 = 3 kN-m. Determine the angle of twist (degrees) of the end B. Use L1 = 0.58 m., L2 =
0.66 m., L3 = 0.68 m. Shear modulus = 70 GPa.
ROUND OFF TO TWO DECIMAL PLACES.
A
D
T3
L3
L2
В
T2
L1
T1
to

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