Q: Find the value of W which can be applied to the beam shown in figure below. if the maximum bending stress is 20 MPa and the maximum shearing stress is 2 MPa. 80 mm NA W kN/m 200 mm 2 m 3 m I NA 40 x 10 mm
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- 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-7The simply supported beam is subjected to the force F = 700 N and the uniform distributed load with intensity w = 150 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(r) and M(x). Take a = 0 at point A. 19 F a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.2 m 2.6 m 3.12 m Support Reactions The reaction at A is N. The reaction at D is N. Shear Force and Bending Moment Equations In section AB: V(x)= N and M(x)= N-m. In section BC: v(x)- N and M(x)= N-m. In section CD: V(x)- N and M(x)= N-m. AFor the simply supported beam subjected to the loading shown, sketch the shear force diagram. Determine the largest magnitude shear force. Let a=13.0 ft, b=4.0 ft, c= 8.0 ft, w = 17 kips/ft and M = 243 kip-ft. Give your answer in kips. Enter a positive number. M B C D a
- 1: Determine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load. For your explanation section, complete a FBD of the other side of the beam from the version you did to solve the problem. 8 kip 40 kip · ft D B 8 ft – 8 ft 8 ftThe bending moment in a horizontally placed beam at distance x from one of the ends is given by the expression M = 13x - 3x2 - 12. The shear force in the beam is zero at, O a. Need more data and a figure to solve the problem. O b.x = 7.12 OC.X = 2.16 O d.X = 3 and x = 1.33Q/ For the beams and loading shown below. A-Draw the shear force and bending-moment diagrams. B- Determine the equations of the shear force and bending-moment curves for the segments CD in Figure 2 C- Compute the bending stress at point (a) on section C. D- Determine the values and locations of the maximum tensile and compression bending stresses. Figure (2) R Point a Radius of hole: 40kN 0.5m 30 20KN/m 0.7m A B D |B 1m Im 3m Radius = R= 100 mm
- 2. Draw a complete shearing force and a bending moment diagram for the for the beam shown in the figure. Show detailed calculations Use the last two digits of your ID number for the missing force F=75kN. F KN 2 m B 10 kN/m A 10 mGiven the beam shown below, determine the shear force and bending moment at point C. Given the dimensions a = 2 m, b = 5.9 m and c = 2 m, and the load intensities e = 10 kN/m and f = 2 kN/m. e kN/m f kN/m am bm cm A B D Shear force (observe the up on the left, down on the right positive sign convention): SFc = Number Units (tolerance 0.2 kN) Bending moment (observe the sagging positive sign convention): BMc = Number Units (tolerance 1 kN*m)3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
- A beam is supported and loaded as shown. In the section of the beam between 'A' and 'B', the equation for the resisting bending moment was determined as: M₁ = -6.5x²+50x. Determine the magnitude of maximum resisting bending moment (Mr,max) in the section. Note: Do NOT include units in your answer Answer: AA BPlot the Shear and Bending moment diagrams for the following. Use Singularity Functions to Solve the problem y 400 lbf Hinge | A B₁ AC R₂ R₁ 4 in 4 in 2 in 40 lbf/in 10 in D R3 X10 in 1 in 1 in V 12 in 1 in 10 in The wide flange beam above is subjected to a vertical internal shear force V, as shown. Note that the diagram is not shown to scale. Which of the following is closest to the moment of inertia (I) that would be used to calculate the shear stresses on the cross-section due to V? 1051 in4 O 777 in4 O 991 in4 805 in4