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Do not round intermediate calculations. Give your final answer(s) to three significant figures Th...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Column AB carries a centric load P of magnitude 14 kips. Cables BC and BD are taut and prevent motion of point B in the xz plane. Using Euler's formula and a factor of safety of 2.2, and neglecting the tension in the cables, determine the maximum allowable lengthL. Use E -29 x 106 psi. W10 x 30
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. 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. 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. 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. For the beam and loading shown, consider section n-n and determine the largest shearing stress in that section. 1/2 in 20 kips 20 kips 7 in 3 in. 1/2 in i n 14 in 10 in.14 in
Do not round intermediate calculations. Give your final answer(s) to three significant figures For the beam and loading shown, consider section n-n and determine the shearing stress at (a) point a, (b) pointb 44 kips 44 kips 17 8.90 in3/4 in. 1.5 in 1.5 in. 17 3/4 in 3/4 in. 20 in.20 in. 10 in. 8 in
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
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. 144 MPa 96 MPa For the state of stress shown, determine two values of σ, for which the maximum shearing stress is 180 MPa Hint Sketch Mohr's circle for 3-dimensional stresses in terms of σ' Consider both cases, cv > ơx and and Do not round intermediate calculations. Give your final answer(s) to three significant figures. 144 MPa 96 MPa For the state of stress shown, determine...