# Question 35 300 mm 18 in 4.5 ft 60 mm 40 mm Fig. P2.33 2.34 For...

###### Question:

Question 35
300 mm 18 in 4.5 ft 60 mm 40 mm Fig. P2.33 2.34 For the composite block shown in Prob. 2.33, determine (a) the value of h if the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core, (b) the total load if the stress in the brass is 80 MPa Fig. P2.35 2.35 The 4.5-ft concrete post is reinforced with six steel bars, each with a when a 350-kip axial centric force P is applied to the post. 2.36 For the post of Prob. 2.35, determine the maximum centric force nm 1-in. diameter. Knowing that E, 29 x 10% psi and E, 4.2 x 10 psi, determine the normal stresses in the steel and in the concrete Brass cone E 105 GPa that can be applied if the allowable normal stress is 20 ksi in the steel and 2.4 ksi in the concrete 300 mm -Aluminium shell E 70 GPa means of rigid end plates. Determine (a) the normal stress in the aluminum shell, (b) the corresponding deformation of the 2.37 An axial force of 200 kN is applied to the assembly shown by assembly. The length of the assembly shown decreases by 0.40 mm when nns of rigid end plates. Determine 60 mm

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