3.28 is not the right answer please units in kips Do not round intermediate calculations. Give...
Two wooden planks, each 22 mm thick and 160 mm wide, are joined by the glued mortise joint shown. If the joint fails when the average shear stress in the glue reaches r = 820 kPa, determine the allowable length d of the cuts if the joint is to withstand an axial load of P = 7 kN.
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. When the force P reached 1800 Ib, the wooden specimen shown failed in shear along the surface indicated by the dashed line. Determine the average shearing stress along that surface at the time of failure. 0.5 in. Steel 4 in in. Wood psi
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Assist Che View View Prin Que Rep For the beam and loading shown, consider section n-n and determine the shearing stress at (a ) point a, (b) point b. 37 kips 37 kips 3/2 in 8.95 in b, 1.5 in. 1.5 in 3/2 in a. 3/2 in 20 in. 20 in. 10 in. 8 in. (a)Ta - ksi References Multipart Answer Difficulty: Easy Section: EOC
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. 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. Three boards, each 2 in. thick, are nailed together to form a beam that is subjected to a vertical shear. Knowing that the allowable shearing force in each nail is 250 lb, determine the allowable shear if the spacings between the nails is 5 in.