Do not round intermediate calculations. Give your final answer(s) to three significant figures Each of the...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Determine the plastie moment Mp of a steel beam of the eross section shown, assuming the steel to be elastoplastic with a yield strength of250 MPa 48 mm 28 mm 10 mm 12 mm 28 mm м, kN m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Each of the links AB and CD is made of aluminum (E 73 GPa) and has a cross-sectional area of 110 mm*. Knowing that they support the rigid member BC, determine the deflection of point E. 4 kN 0.44 m 0.42 m 0.19 m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 100 kN 90 mm 100 kN Two steel plates of uniform cross section 9 x 90 mm are welded together as shown. Knowing that centric 100-kN forces are applied to the welded plates and that ß - 29°, determine (a) the in-plane shearing stress parallel to the weld, MPa corresponding normal MPa
Do not round intermediate calculations. Give your final answer(s) to three significant figures. The beam shown is made of a nylon for which the allowable stress is 25 MPa in tension and 29 MPa in compression. Determine the largest couple M that can be applied to the beam 24 mm 21 mm 42 mm 12 mm N m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. A square yellow-brass bar must not stretch more than 4.6 mm when it is subjected to a tensile load. Knowing thatE -105 GPa and that the allowable tensile strength is 164 MPa, determine (a ) the maximum allowable length of the bar, (b) the required dimensions, in mm, of the cross section if the tensile load is 31 kN. (a) The maximum allowable length of the bar...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Each of the links A B and CD is made of aluminum (E -10.9 x 10 psi) and has a cross-sectional area of 0.22 in2. Knowing that they support the rigid member B C, determine the deflection of point E. 2.8 kip 16 in. 18 in 9 in. n.
Do not round intermediate calculations, Give your final answer(s) to three significant figures. A strain gage located at C on the surface of bone AB indicates that the average normal stress in the bone is 3.80 MPa when the bone is subjected to two 1,210-N forces as shown. Assuming the cross section of the bone atC to be annular and knowing that its outer diameter is 24 mm, determine the inner diameter of the bone's cross section at C. 1210...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. An extruded aluminum beam has the cross section shown. Knowing that the vertical shear in the beam is 200 kN, determine the shearing stress at point a . 8 16 80 40 80 Dimensions in mm MPa
Do not round intermediate calculations. Give your final answer(s) to three significant figures. L Po 8.8 kN 940 mm Each of the five struts shown consists of a solid steelrod. (a) Knowing that the strut labeled Each of the five struts shown consists of a solid steel rod. (a) Knowing that the strut labeled (1) above is of a 20-mm diameter, determine the factor of safety with respect to buckling for the loading shown. RS. (b) Determine the diameter of...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Knowing that the allowable stress for the beam shown is 95 MPa, determine the allowable bending moment M when the radius r of the fillets is (a) 12 mm, (b) 18 mm. 8 mm 120 mm 60 mm SM 28 24 K 20 12 14 1.02 1.2 0 005 010 015 0.2 0.25 03 (a) M (b) M = N m N·m