A steel rod of 15- mm diameter is held snugly (but without any initial stresses) between rigid walls by the arrangement shown in the figure part (a). (For the steel rod, use α = 12 x 10-6/˚C and E = 200 GPa.) Calculate the temperature drop ΔT (degrees Celsius) at which the average shear stress in the 12 – mm diameter bolt becomes 45 MPa. Also, what

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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  1. A steel rod of 15- mm diameter is held snugly (but without any initial stresses) between rigid walls by the arrangement shown in the figure part (a). (For the steel rod, use α = 12 x 10-6/˚C and E = 200 GPa.)
  • Calculate the temperature drop ΔT (degrees Celsius) at which the average shear stress in the 12 – mm diameter bolt becomes 45 MPa. Also, what is the normal stress in the rod?
  • What are the average bearing stresses in the bolt and clevis at A and between the washer (dW = 20mm) and wall (t = 18 mm) at B?
  • If the connection to the wall at B is changed to an end plate with two bolts (see figure part b), what is the required diameter db of each bolt if the temperature drop is ΔT = 38˚C and the allowable bolt stress is 90 MPa?
12-mm diameter bolt
Clevis,
1 = 10 mm
12-mm diameter bolt
Clevis,
t = 10 mm
AT
AT
15 mm
(a)
15 mm
(b)
B
Washer,
dw = 20 mm
18 mm
Bolt and washer
(dy, dw)
P00
Mounting
plate (1)
Transcribed Image Text:12-mm diameter bolt Clevis, 1 = 10 mm 12-mm diameter bolt Clevis, t = 10 mm AT AT 15 mm (a) 15 mm (b) B Washer, dw = 20 mm 18 mm Bolt and washer (dy, dw) P00 Mounting plate (1)
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