A r o lukI f/frm f «m t ub e of ou t sid e d ia met er ^ and a copper core of diameter dxare bonded to form a composite beam, as shown in the figure,
(a) Derive formulas for the allowable bending moment M that can be carried by the beam based upon an allowable stress <7Ti in the titanium and an allowable stress
copper (Assume that the moduli of elasticity for the titanium and copper are Er- and £Cu, respectively.)
(b)
If d1= 40 mm, d{= 36 mm, ETl= 120 GPa, ECu= 110 GPa, o-Ti = 840 MPa, and
ctqj = 700 MPa, what is the maximum bending moment Ml (c)
What new value of copper diameter dtwill result
in a balanced design? (i.e., a balanced design is
that in which titanium and copper reach allow-
able stress values at the same time).
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