of a = 1,400 mm, b 600 mm, and c = 175 mm. B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P6.15 A simple torsion-bar spring is shown in Figure P6. 15. The
shear stress in the steel [G 80 GPa] shaft is not to exceed 70 MPa,
and the vertical deflection of joint D is not to exceed 10 mm when
a load of P 11 kN is applied. Neglect the bending of the shaft and
assume that the bearing at Callows the shaft to rotate freely. Deter-
mine the minimum diameter required for the shaft. Use dimensions
of a = 1,400 mm, b 600 mm. and c-175 mm.
FIGURE P6.15
Transcribed Image Text:P6.15 A simple torsion-bar spring is shown in Figure P6. 15. The shear stress in the steel [G 80 GPa] shaft is not to exceed 70 MPa, and the vertical deflection of joint D is not to exceed 10 mm when a load of P 11 kN is applied. Neglect the bending of the shaft and assume that the bearing at Callows the shaft to rotate freely. Deter- mine the minimum diameter required for the shaft. Use dimensions of a = 1,400 mm, b 600 mm. and c-175 mm. FIGURE P6.15
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