FI3-2 Determine the state of stress at point A on the cross section at section a-a of the cantilever beam. Show the results in a differential element at the point. 400 kN Fasm- 300 mm 100 mim 100 mim Section a
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- C-S at E: 40 mm TB The pipe assembly is subjected to the loads shown. Determine the state of 1 kN 30 mm stress at point A on cross-section E and show the results on a volume element. (Ans: 0A = -5.615 MPa, Ta = 5.372 MPa) 0.4 m X 0.3 m B 0.5 m 0.1 m 0.1 m 60" E 0.25 m 2 kNDetermine the normal stress in each section of the assembly. The diameter of the solid shaft of each section is 0.50 inches. Give the answer in Ib/in?. Assume Point A is a fixed support and the block at A is rigid. Indicate if it is in tension or compression. 3.50 kip 1.75 kip 5.00 kip B 3.50 kip A 1.75 kip 18 in. 12 in.- 16 in: CAR = units %3D IIQUESTION 1 Force F= 4 kN and length a = 5 m. The radius of the bar is 0.09 m. Determine %3D • the internal loading at the section shown • the state of stress at point Cand show the result on a volume elemen located at this point. A C 1 m 1 m
- Determine the stress components acting on the inclined plane AB in if: normal stressy = 61MPa shear stressxy = -25 MPa solve the problem using the method of equilibrium. Find normal stress x' =? find shear stress x'y' =?The masonry pier is subjected to the FFF = 810 kNkN load. Consider xx = 0.25 mm and yy = 0.5 mm. Neglect the weight of the pier. Determine the normal stress at corner A. Determine the normal stress at corner B. Determine the normal stress at corner C.8–67. The metal link is subjected to the axial force of P=7 kN. Its original cross section is to be altered by cutting a circular groove into one side. Determine the distance a the groove can penetrate into the cross section so that the tensile stress does not exceed oallow better way to remove this depth of material from the cross section and calculate the tensile stress for this case. Neglect 175 MPа. Offer a the effects of stress concentration. P. 40 mm P 40 mm 25 mm Prob. 8–67
- X A purse hook is used to hang a handbag from the edge of a table with L = 50 mm. If the cross section at a-a has a diameter of d = 3 mm and the hook is supporting a purse with a mass of 3 kg, determine the normal stress profile. For what value of y (using the coordinates pictured for section a-a) with the normal stress be zero. If it is never zero enter "nde" for "not defined". N -L→ a. a AB C Follow sign convention that tension is positive and compression is negative. Normal stress at point A, σA= MPa Normal stress at point B, σB = MPa Normal stress at point C, σc = MPa y position where normal stress equals zero = mm Section a-a dIn each case, the state of stress sx, sy, txy produces normal and shear stress components along section AB of the element that have values of sx = -5 kPa and tx y = 8 kPa when calculated using the stress transformation equations.Establish the x and y axes for each segment and specify the angle u, then show these results acting on each segment.The rigid beam is supported by three 25-mm diameter A-36 steel rods. If the force of P = 230 kN is applied on the beam and removed, determine the residual stresses in each rod. Consider the steel to be an elastic perfectly plastic material.
- The bar has a cross-sectional areao of 490(10-6)m2. It is subjected to triangular axial distributed loading along its length which is 0 at x= 0 and 9 kN/m at x= 1.5 , and to two concetrated loads Determine the average normal stress in the bar as a function of x for 0 <_x < 0.6mEach of the four vertical links has an 8 x 36-mm uniform rectangular cross section, and each of the four pins has a 16-mm diameter. Take P= 24 kN. 04 0.25 Determine the maximum value of the average normal stress in the links connecting points Cand E (Input the answer with the appropriate sign.) The maximum value of the average normal stress in the links connecting polnts Cand Eis MPa.he state of stress at a point in a member is shown on the element. Take σx = -3 ksi , σy= 4 ksi , τxy = -3 ksi . A) Determine the shear stress component acting on the inclined plane AB. Solve the problem using the method of equilibrium. B) Determine the normal stress component acting on the inclined plane AB. Solve the problem using the method of equilibrium.