Using the aluminum alloy 2014-T6 for the circular rod shown, determine the smallest diameter that can be used to support the centric load P = 60 kN if (a) L = 750 mm, (b) L = 300 mm.
STRATEGY: Use the aluminum allowable stress equations to design the column, i.e., to determine the smallest diameter that can be used. Since there are two design equations based on L/r, it is first necessary to assume which governs. Then check the assumption
MODELING: For the cross section of the solid circular rod shown in Fig. 1,
I=4πc4A=πc2r=AI=πc2πc4/4=2c
ANALYSIS:
a. Length of 750 mm. Since the diameter of the rod is not known, L/r must be assumed. Assume that L/r > 52.7 and use Eq. (10.48b). For the centric load P, σ = P/A and write
AP=σall =(L/r)2356×103MPa (10.48b)
πc260×103 N=(c/20.750 m)2356×109 Pac4=120.7×10−9 m4c=18.64 mm
For c = 18.64 mm, the slenderness ratio is
rL=c/2L=(18.64 mm)/2750 mm=80.5>52.7
The assumption that L/r is greater than 52.7 is correct. For L = 750 mm, the required diameter is
d = 2c = 2(18.64 mm) d = 37.3 mm
b. Length of 300 mm. Assume that L/r > 52.7. Using Eq. (10.48b) and following the procedure used in part a, c = 11.79 mm and L/r = 50.9.
Since L∕r is less than 52.7, this assumption is wrong. Now assume that L/r is between 17.0 and 52.7 and use Eq. (10.47b) for the design of this rod.
AP=σall =[273.6−3.205(rL)+0.00836(rL)2] MPa (10.47b)
πc260×103 Nc=[273.6−3.205(c/20.3 m)+0.00836(c/20.3 m)2]106 Pa=11.95 mm
For c = 11.95 mm, the slenderness ratio is
rL=c/2L=(11.95 mm)/2300 mm=50.2
The second assumption that L/r is between 17.0 and 52.7 is correct. For L = 300 mm, the required diameter is
d = 2c = 2(11.95 mm) d = 23.9 mm