Determine the normal stress and shear stress acting on the inclined plane AB. Solve using Mohr's Circle.
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- G Google X y! angular displa X 465/pages/assignment r *3-6. The springs AB and BC have a stiffness of 500 N/m and an unstretched length of 6 m. Determine the displacement d of the cord from the wall when a force F = 175 N is applied to the cord. 3 Angular Displa X A wheel of dia X F k = 500 N/m B 04 k = 500 N/m Prob. 3-6 A d C y! chatgpt login 6 m Ih and is supported by the6-37 Thx9-22. Solve Prob. 9-21 using Castigliano's theorem. Internal Moment Function M(x): The internal moment function in terms of the load P' and couple moment M' and externally applied load are shown on figures (a) and (b), respectively. Castigliano's Second Theorem: The displacement at C can be determined aM(x) ap' aM dx [M(M) +/G-04] ↓ with PL³ 48E1 To determine the slope at B, with setting M = 0. and set P = P. EI PL² 16EI OM dx OM EL ~ ) ) » (¹-2) & aM(x₂) X₁ M(x₂) aM' LaM Ans. and Ans. 12 M MOC+ PMOC-M²+(£- #%₂ Ti *44 6 244 aft 214
- Determine the vertical displacement of point C. EI is constant. Use the method of virtual work. Solve Prob. 9–55 using Castigliano’s theorem.PS-I. Determine the internal torque at each section and show the shear strem on differential volume elements located at A, B,C, and D. 300 NmThe solid and hollow shafts are each subjected to the torque T. In each case, sketch the shearstress distribution along the two radial lines.
- PE-5. Stelch the bending stres distribution over cach crOSS NOclion. M1. Neglecting transverse shear effect show the maximum moments and determine omax = (16/nD³)(MB + M + M ). B P AB=L Z. BC-L uniform diameter D1-63.M. The key in Figure 1-18 has the dimensions b = 10 min, h = 8 nim, and L = 22 min. Determine the shear stress in the key when 95 N-m of torque is transferred from the 35-mm-diameter shaft to the hub. Hub End view Shear plane Shear pl T=Torque -D=Shaft diameter T=F(D/2) F₁-Force of shaf F₂= Force of hub on 1 Shear area=A,=bxL
- Compute the cross product C=AB for each of the cases given in Prob. 1.51 Identify the units of each product.Determine the internal forces (axial force, shear force, and bending moment) at point j of the indicated structure, teta = 90 º,10-2. The solid shaft of radius r is subjected to a torque T. Determine the radius r' af the inner core of the shaft that resists one-quarter of the applied torque (T/4). Solve the problem two ways: (a) by using the tarsion formula, (b) by finding the resultant of the shear-stress distribution. т