4. For the structure below, draw the axial, shear and bending moment diagrams. Include the value of the stresses in every singular point. 200 lbs/ft 8ft C 1700# 900-lbs 70° 4ft 2ft D N
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- QI/ Three stresses acting on fold F1, F2 and F3 1- Resolved the forceces (FI, F2 and F3) into components 2- Eplain the deformation if: FI = F2 FI #F2 F2 F1 F3Problem 1 Please choose the correct answer and also write down your solution. (1) The section supports an upward internal shear force and a clockwise internal torque. Where does the absolute maximum shear stress occur? a. Point A b. Point B c. Point C d. Point D (2) The internal force and moment of the section have been determined as F = 100î + 300k (N) and M = 50î + 40j (N - m). Where does the absolute maximum normal stress occur? a. Point A b. Point B c. Point C d. Point DQ1 / If the cross section of the femur can be approximated as a circular tube, determine the state of stresses on the points A and B at section due to the loads as shown in figure Q1. T. = 2 cm = 1.6 cm %3D Figure Q1 B L 20 cm
- Q1. For the given cube below, complete the following: 1.find the center, radius (R), principal normal stresses (σ and σ3), max shear stress (Tmax) and draw the Mohr's Circle. 2. Find the stresses on a plane that is rotated 60° clockwise from the horizontal plane. 6PSE IPSF 10pst 60⁰ TOPST IPSF 6PSFIn a volume element with dimensions dx, dy, dz the negatíve y-face has a 2 MPa stress in the positivex-direction, a 3 MPa stress in the negative z-direction, and a 4 MPa stress in the negatíve y-direction. Which of the following describes the stresses per elasticity convention? Oyy = 4 MPa Oyr = -2 MPa 3 MPa A MPaDraw and stress tensonr with the following characteristics The stress cube visualization at point A would depict the normal stress (σ_x) acting on two opposite faces and the shear stress (τ_xy) acting tangentially on the four sides associated with torsion.
- 100 kN 75 mm 50 mm 50 mm 75 mm 40 kN 30° 400 mm H K! Find stresses @ k.For the stresses given with the cube below: 1. Compute the center, radius (R), principal normal stresses (0₁ and 03), max shear stress (Tmax) and draw the Mohr's Circle. 2. Compute the normal and shear stresses when the cube is rotated 20° clockwise from the horizontal plane and draw them on the cube. 3. The yield point stress (σyp) is 6 kPa. Determine if the material will fail under stresses shown using Tresca's Hexagon. вкра акра 6 экра 8 кра экра 4кра1. A loaded bicycle pedal crank is shown below. q 750N (2 direction) 72/ A @ Top 8 yo B@ Top d = 15 mm x₁ = 125 mm x2 = 24 mm y₁ = 60 mm у2=X2 a. Sketch elements A and B and show the stress states. Clearly label the coordinate axes on the elements. Make sure you calculate the normal (o) and shear stresses (T). Do not neglect Tv. Find the principal stresses for each element using Mohr's Circle. b.
- 2. The tires of an agricultural tractor shown below are assumed to be 25 cm wide for the front tires and 40 cm at the rear tires. Ground contact of each tire is 15 cm. Calculate the compressive stress between each tire and the ground surface. Weight = 2,500 kg 15 cm 1.3m Point A 2.2 m 2R 2FAssume A is pinned and B is a roller in (Figure 1). Take that w = 9.0 kN/m. Determine the normal force, shear force, and moment at point C. Follow the sign convention. Figure A 3 m ● C W 3 m B 1 of 1 > Part A Determine the normal force at point C. Express your answer to three significant figures and include the appropriate units. No = Submit Part B Vc = Submit Part C μA Value Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. Mc = Request Answer ol ■μA Value Request Answer μA Units Value www. ? Units Determine the moment at point C. Express your answer to three significant figures and include the appropriate units. C Pate ? Units ?Question 5 Determine the magnitude of maximum stress F+ W w = 90 mm h = 15 mm r = 6 mm t = 10 mm F = 9000 N th d LL F w = bar width h = notch height r = notch radius t = bar thickness F = applied force What is the magnitude of the maximum stress at the tip of the notches?