A beam with rectangular cross section is show in figure. Using an admissible torsional shear stress of [7] = 118 MPa, determine the largest torque T in Newton-meter (Nm) that can be applied at end B. Please, give correct answer to one decimal place. 15 mm 45 mm B T
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- Below Figure shows the section of an angle purlin. A bending moment of 5 kN.m is applied to the purlin in a plane at an angle of 30 deg to the vertical y axis. If the sense of the bending moment is such that both its components Mx and My produce tension in the positive xy quadrant, calculate the maximum direct stress in the purlin, stating clearly the point at which it acts. * 100 mm E 10mm 30 C D -10mm 57 MPa. 89 MPa. Non Above O 72 MPa. 125mmDistance from point A to B 200mm, from B to C 200mm, and from C to D 200mm.Please solved in typed form. The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC , and CD are AAB = 0.08in2 , ABC = 0.11in2 , and ACD = 0.04in2 , respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of collars B and C. Determine the displacement of B wrt C of the composite shaft? Image is uploaded for reference.
- A moment about the z-axis of 192 N-m is applied to a beam with dimensions b = 85 mm and h = 302 mm. If there are no other loads applied to the beam (My, P, Vy and Vz = 0), what is the normal stress at point F? Give your answer in kPa to two decimal places with negative indicating compression and positive indicating tension. b/4 М, h E Ihis F h/3 В M. D b/4The rigid beam shown in is held by two vertical rods at A and C.If a 60 KN load is applied at B what is the displacement of this point (B) . Aluminum L- 3m A- 500 mm E- 70 GPa Steel L- 4 m A= 300 mm E- 200 GPa 3.5 m 2.5 mRequired information Link AB, of width b = 2 in. and thickness t= in., is used to support the end of a horizontal beam. The average normal stress in the link is -21 ksi and the average shearing stress in each of the two pins is 12 ksi. 4 NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Determine the diameter d of the pins. The diameter d of the pins is in.
- The tool shown is made up of an oak wood part. The tool works in torsion and the allowable shear stress for the wood is 213 psi. If the wooden handle has as a minimum section a circular area of diameter 1.4, find the maximum allowable torque T. Express the result in Ib-in with a decimal approximation T D TThe simply supported joist is used in the construction of a floor for a building. In order to keep the floor low with respect to the sill beams C and D, the ends of the joists are notched as shown. If the allowable shear stress is tallow = 350 psi and the allowable bending stress is sallow = 1500 psi, determine the height h that will cause the beam to reach both allowable stresses at the same time. Also, what load P causes this to happen? Neglect the stressconcentration at the notch.A solid shaft 100 mm in diameter is subjected to an axial compressive load of 600 kN simultaneously with a torque that twists the shaft thru an angle of 1.5 degrees in the length of 8 meters. If G=80Gpa, compute the maximum normal stress in the shaft. This is a COMBINED STRESS problem. Please include drawings of the circle.
- Q2/Find diameter of BR,ST, and AL if maximum shear stress for St=Al=12.73 Mpa and for Br=0.707. then find angle of twist at free end. G BR=35 GPa , G st=83 GPa ,G Al=28 Gpa 40 N.M 10 N.M ТА BR AL ST 2 m 0.8 mThe constant wall thickness of a steel tube with the cross section shown is 2 mm. If a 600-N m torque is applied to the tube, find (a) the shear stress in the wall of the tube; and (b) the angle of twist per meter of length. Use G = 80 GPa for steel.A standard truck moves across a 25- meter span. The wheel loads are P1=36 kN and P2=142 kN separated by 4.3 m and P3=142 kN at 7.6 m from P2. Determine the beam dimensions if the maximum flexural stress is equal to 100 MPa. Use the ratio h = 1.6b. Round your answer into the nearest whole number. O 213 mm x 415 mm O 415 mm x 213 mm O 321 mm x 514 mm O 514 mm x 312 mm