EVENTS CEV Opsi, determine the maximum load Pmax that TL
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- If the allowable bearing stress for the material under the supports at A and B is Oob = 600 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 3 in. by 3 in. The reactions at the supports are vertical. Assume w = 600 lb/ft, a = 12 ft, and b = 6 ft. P a Answer: Pmax= i b lbAnswer the following. If the allowable bearing stress for the material under the supports at A and B is σb = 820 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 5 in. by 5 in. The reactions at the supports are vertical. Assume w = 650 lb/ft, a = 10 ft, and b = 5 ft.If the allowable bearing stress for the material under the supports at A and B is o, = 780 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 3 in. by 3 in. The reactions at the supports are vertical. Assume w = 600 lb/ft, a = 12 ft, and b = 6 ft. B a Answer: Pmax Ib
- If the allowable bearing stress for the material under the supports at A and B is op = 670 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have %3D square cross sections of 5 in. by 5 in. The reactions at the supports are vertical. ASsume w = 750 Ib/ft, a = 10 ft, and b = 5 ft. B a Answer: Pmax i Ib1. The horizontal beam is assumed to be rigid and supports the distributed load shown. Determine the vertical reactions at the supports. Each support consists of a wooden post having a diameter of 120 mm and an unloaded (original) length of 1.40 m. Take Ew = 12 GPa. The horizontal beam is assumed to be rigid and supports the distributed load shown. Determine the angle of tilt of the beam after the load is applied. Each support consists of a wooden post having a diameter of 120 mm and an unloaded (original) length of 1.40 m. Take Ew = 12 GPa. 18 kN/m A B C 1.40 m 2 m +1m-# 3. The distributed load w is supported by three suspender bars as shown. AB and EF are made of aluminum and CD is made of steel. If each bar has a cross sectional area of 450 mm^2, determine the maximum distributed load w (kN/m, 4 pts) so that an allowable stress of 180 MPa in steel and 94 MPa in aluminum is not exceeded. Use Est = 200 GPa and Eal = 70 GPa. Assume ACE is rigid. -1.5 m 1.5 m B. F al st al 3 m A E
- If the allowable bearing stress for the material under the supports at A and B is Op = 770 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 4 in. by 4 in. The reactions at the supports are vertical. Assume w = 700 lb/ft, a = 10 ft, and b = 5 ft. P B b4. The cable will fail when subjected to a tension of 8000 N. Determine the largest vertical load P the frame will support and compute theresultant internal loadings at the cross section through point C. Answer: P = 2133.33 N, Mc = 1600 Nm, Nc = 8000 N, Vc = 2133.33 N 0.1 m 0.5 m C 0.75 m- -0.75 m- -0.75 m-= 750 psi, determine the maximum load Pmax that If the allowable bearing stress for the material under the supports at A and B is can be applied to the beam. The bearing plates each have square cross sections of 4 in. by 4 in. The reactions at the supports are vertical. Assume w = 550 lb/ft, a = 12 ft, and b = 6 ft. Answer: Pmax= a B b lb
- Q: The compound wooden beam is connected together by a bolt at B. Assuming that the connections at A,B,C, and D exert only vertical forces on the beam, determine the required diameter of the bolt at B and the required outer diameter of its washers if the allowable tensile stress for the bolt is ot allow = 150 MPa and the allowable bearing stress for the wood is ob allow = 28 MPa. Assume that the %3D hole in the washers has the same diameter as the bolt. 2 kN 3 kN 1.5 kN -2 m--1.5 m--1.5 m--1.5 m--1.5 m- 2 m bolt washerIf the allowable bearing stress for the material under the supports at A and B is σb = 610 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 4 in. by 4 in. The reactions at the supports are vertical. Assume w = 650 lb/ft, a = 10 ft, and b = 5 ft.1800 kN/m 600 kN/m C The member BC is subjected to the distributed load as shown in the figure. Determine the reactions at A and C. 2 m 1 m B 0.5 m 0.5 m