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Do not round intermediate calculations. Give your final answer(s) to three significant figures. Column AB carries...
Determine the maximum allowable length L for the column AB shown below. It carries a centric...
Determine the maximum allowable length L for the column AB shown below. It carries a centric load P 18 kips. Cables BC and BD are taut and prevent motion of point B in the xz plane. Use Euler's formula with a factor of safety of 1.8, and E 30x100 psi P B W 12 X 26 L !! A
Do not round intermediate calculations. Give your final answer(s) to three significant figures Th...
Please show all steps! Thank you!!
Do not round intermediate calculations. Give your final answer(s) to three significant figures The line of action of the 85-kip axial load is parallel to the geometric axis of the column AB and intersects the x axis at x = 0.4 in. Using E 29 x 100 psi, determine (a) the h deflection of the midpoint of the column, (b) the maximum stress in the column 0.4 in.85 kips 22 ft W8 × 35...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Rod B D...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Rod B D is made of steel (E -29 x 10* psi) and is used to brace the axially compressed member ABC. The maximum force that can be developed in member BD is 0.02P. If the stress must not exceed 18 ksi and the maximum change in length of BD must not exceed 0.001 times the length of AB C, determine the smallest-diameter rod that can be...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 2.00 in. The...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 2.00 in. The change in diameter of a large steel bolt is earefully measured as the nut is tightened. Knowing that E -29 x 10 psi and y 0.32, determine the internal force in the bolt, if the diameter is observed to decrease by 0.55 x 103 in. kips
Do not round intermediate calculations. Give your final answer(s) to three significant figures. The 5.2 ×...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. The 5.2 × 10.4-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 1.8 × 106 psi and for steel 29 x 106 psi. Knowing that the beam is bent about a horizontal axis by a couple moment ol50 kip in. determine the maximum stress in the wood. 5.2 in 04 in 4.1 × ½ in....
Do not round intermediate calculations. Give your final answer(s) to three significant figures 13.4 mm B...
Do not round intermediate calculations. Give your final answer(s) to three significant figures 13.4 mm B C D Hinge Hinge 20 mm 0.35 m 0.35 m 0.35 m 0.35 m A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross section shown. For the loading shown, determine the largest so that the deflection at C does not exceed 2.2 mm. Use E = 200 GPa. W max N/m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 100 kN 90...
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. A square yellow-brass...
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...
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 Portions of a...
Do not round intermediate calculations. Give your final answer(s) to three significant figures Portions of a 0.5 × 0.5-in. square bar have been bent to form the two machine components shown. Knowing that the allowable stress is 15 ksi, determine the maximum load that can be applied to each component. .1 in Figure (a ): P = 34 9 . 03 Figure (b ): P 20 9 lb lb
Determine the maximum allowable length L for the column AB shown below. It carries a centric load P 18 kips. Cables BC and BD are taut and prevent motion of point B in the xz plane. Use Euler's formula with a factor of safety of 1.8, and E 30x100 psi P B W 12 X 26 L !! A
Please show all steps! Thank you!!
Do not round intermediate calculations. Give your final answer(s) to three significant figures The line of action of the 85-kip axial load is parallel to the geometric axis of the column AB and intersects the x axis at x = 0.4 in. Using E 29 x 100 psi, determine (a) the h deflection of the midpoint of the column, (b) the maximum stress in the column 0.4 in.85 kips 22 ft W8 × 35...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Rod B D is made of steel (E -29 x 10* psi) and is used to brace the axially compressed member ABC. The maximum force that can be developed in member BD is 0.02P. If the stress must not exceed 18 ksi and the maximum change in length of BD must not exceed 0.001 times the length of AB C, determine the smallest-diameter rod that can be...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 2.00 in. The change in diameter of a large steel bolt is earefully measured as the nut is tightened. Knowing that E -29 x 10 psi and y 0.32, determine the internal force in the bolt, if the diameter is observed to decrease by 0.55 x 103 in. kips
Do not round intermediate calculations. Give your final answer(s) to three significant figures. The 5.2 × 10.4-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 1.8 × 106 psi and for steel 29 x 106 psi. Knowing that the beam is bent about a horizontal axis by a couple moment ol50 kip in. determine the maximum stress in the wood. 5.2 in 04 in 4.1 × ½ in....
Do not round intermediate calculations. Give your final answer(s) to three significant figures 13.4 mm B C D Hinge Hinge 20 mm 0.35 m 0.35 m 0.35 m 0.35 m A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross section shown. For the loading shown, determine the largest so that the deflection at C does not exceed 2.2 mm. Use E = 200 GPa. W max N/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. 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 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 Portions of a 0.5 × 0.5-in. square bar have been bent to form the two machine components shown. Knowing that the allowable stress is 15 ksi, determine the maximum load that can be applied to each component. .1 in Figure (a ): P = 34 9 . 03 Figure (b ): P 20 9 lb lb
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