Consider the frame shown in (Figure 1). Assume the supports at A and D are fixed. The moment of inertia of each member is indicated in the figure. E = 200 GPa. Suppose that w = 32 kN/m. %3D
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Determine MAB , MBA, MBC, MCB, MCD ,MDC
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- or section T below, subject to eccentric loads, determine: a) The position of the centroid; b) The moments of Inertia Iz and Iy; c) The maximum bending stresses; d) Plot the position of the neutral line. Please, show me step by step. And, please, make the maximum bending stresses for the y and z axes.Use the diagram shown above. Given: • D₁ = 10 ft . • D₂ = 3 ft A #/ft . W = 100 W-100 Solve for the internal moment at X. D₂ D₁ W X Note: Enter your calculation results without the unit. You'll be asked to specify the unit for your calculation result in the following question. (e.g. if it's positive 100, enter 100, if it's negative 100, enter -100.)The built-up beam is subjected to a moment of M = 80 kNm. Variable d₁ d₂ d3 da Values for the figure are given in the following table. Note the figure may not be to scale. d5 d3 de d₁ Value 128 mm 22 mm 276 mm 11 mm 138 mm d4 12 mm M₁ de d5 a. Determine the distance from the Neutral Axis to the top of the beam, N.A. b. Determine the mass moment of inertia of the beam, I. Determine the max compressive stress acting on the beam, compression c. d. Determine the max tensile stress acting on the beam, tension.
- plz help before -ront The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T₁ 410-N forces act in the - direction and the 200-N and 80-N forces act in the +y direction. The journal bearings at A and B exert only y and components of force on the shaft. Figure lashel but sol is 300 mm A 200 mm 2 150 mm 150 mm ✓ 200 mm 400 mm B. 200 N 200 N 80 N 80 N 1 of 1 ▾ Part B Determine the resultant shear force in the y direction on the cross section at C Express your answer to three significant figures and include appropriate units. (Vc)y=245.714 Submit Part C Submit * Incorrect; Try Again; 3 attempts remaining Check your signs. (Vc),= 175 ▾ Part D Determine the resultant shear force in the direction on the cross section at C. Express your answer to three significant figures and include appropriate unite. T= 10 ▾ Part E Previous Answere (Mc) Submit M ^ Part Fi * Incorrect; Try Again; 5 attempts remaining…Consider the frame shown in (Figure 1). Suppose that F-310 lb. Follow the sign convention. Figure 3f sh D 40 1 of 1 > Y Express your answer to three significant figures and include the appropriate units. HÅ V-59.7 Submit Part F Request Answer My Determine the magnitude of internal moment about point E. Express your answer to three significant figures and include the appropriate units. μA Value lb Submit Request Answer Units ?Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.The Z-section of Example D-7 is subjected to M = 5 kN · m, as shown. Determine the orientation of the neutral axis and calculate the maximum tensile stress c1and maximum compressive stress ocin the beam. Use the following numerical data: height; = 200 mm, width ft = 90 mm, constant thickness a = 15 mm, and B = 19.2e. Use = 32.6 × 106 mm4 and I2= 2.4 × 10e mm4 from Example D-7Repeat Problem 9,5-15 for the anti-symmetric loading shown in the figure.
- 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. 125mmQUESTION 7 A loaded, simply supported beam and its cross-section are shown in the figures below. 5 kN/m 20 mm: 150 mm 20 mm 150 mm 20 mm- 6m 250 mm (a) (b) Calculate the moment of inertia of the section. O 30.1 x 10-7 m4 O 301 x 107 m4 O 301 x 10-6 m4 O None of these O 30.1 x 10-8 m4 QUESTION 8 In Problem 7 (above), what is the maximum bending stress in the beam. O 4.45 MPa O None of these O 1.45 MPa O 12.7 MPa O 14.0 MPa Save All Click Save and Submit to save and submit. Click Save All Answers to save all answers.Modulus E of elasticity, for the ACB beam with inertia I; a- Find the elastic curve equation with the singularity equation. b- Find the reaction forces at Point A. c- Find the reaction force at Point B. (2/3) W 2W A W -L/2 L