shown in Fig.P4 support à load P. 15 turns of 20-mm diameter vire with The lower spring consists of 12 turns of 15-mm diameter If the maximum allowable vire on a mean radius of 75 mm. shearing stress is 120 MPa, determine the maximum value of P and the total elongation of the springs. Use Eq. (3-10) and G= 83 GPa- Fig.P4 The upper spring has a mean radius of 100 www

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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04. Two steel springs attached together in series as
shown in Fig.P4 support a load P. The upper spring has
15 turns of 20-mm diameter vire with a mean radius of 100
The lower spring consists of 12 turns of 15-mm diameter
wire on
If the maximum allowable
a mean radius of 75 mm.
shearing stress is 120 MPa, determine the maximum value of
P and the total elongation of the springs. Use Eq. (3-10)
and G = 83 GPa.
Fig.P4
$mw-m
Transcribed Image Text:04. Two steel springs attached together in series as shown in Fig.P4 support a load P. The upper spring has 15 turns of 20-mm diameter vire with a mean radius of 100 The lower spring consists of 12 turns of 15-mm diameter wire on If the maximum allowable a mean radius of 75 mm. shearing stress is 120 MPa, determine the maximum value of P and the total elongation of the springs. Use Eq. (3-10) and G = 83 GPa. Fig.P4 $mw-m
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