☑ How Find max. tensile and comporsive stresses. P 5KN.M 15AN Im 2m 2m B A IN.A= 60×10 mm" 60 12

based on my calculation draw a shear force and bending moment digram

Convert the following and round off to nearest hundredth if necessary. 10ft³ to cm³

The compound bar carries the axial forces P and 2P. Find the maximum allowable value of P if the working stresses are 40 Ksi for steel and 20 ksi for aluminum, and the total elongation of the bar is not to exceed 0.2 in.

Solve for required Area of members CD and CE.

3/98 Each of the three uniform 1200-mm bars has a mass of 20 kg. The bars are welded together into the configura- tion shown and suspended by three vertical wires. Bars AB and BC lie in the horizontal x-y plane, and the third bar lies in a plane parallel to the x-z plane. Compute the tension in each wire. B 600 mm 1200 mm A 30⁰! 1200 mm PROBLEM 3/98 600 mm -y

Parvinbhai

Question #4: Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that Es = 200 GPa and Eb = 105 GPa, determine (dsteeF 40 mm, dbrass = 30 mm) 1- The reactions at A and E. 2- The deflection at C. 180 B 120 * 60kN 100 100 40 RN D Steel Brass Dimensions in mm.

(b) A solid circular rod as in Figure Q1(a) is 600 mm long and 20 mm diameter. The rod is subjected to an axial force of P = 50KN. Upon loading, the elongation of the rod is 8 = 1.40 mm, and its diameter reduce to d' = 19.9837 mm. Determine the modulus of elasticity of the material. Assume that the material does not yield.

Solve for Cx,Cy, Ax, Ay, Dx, and Dy please.