Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum normal stress due to bending. 5 kips 10 kips B I W14 x 22 -5 ft -8 ft 5 ft-
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- Question 3 Determine the maximum bending stress in the steel beam in psi with the circular cross section. 400 lb 200 lb/ft D 2 in. -5 ft- -4 ft-Use the method of sections to determine expressions for the shear force and bending moment along the entire length of the beam shown below, and plot the shear force and bending moment diagrams. 10 kN 10 kNm A 4 m 2 m 4 mDraw the shear force and bending moment diagrams using the method of sections (cuts) 8t/m 3t/m 2m * 4 m 4m
- The beam is supported by a roller at B and a pin at C and is subjected to the distributed load shown with intensity w=300 N/m. Determine the largest positive and negative shear forces and internal bending moments that occur in the beam and the points along the length where each occurs. Take x = 0 to be at point A at the left edge of the beam. CC BY NC SA 2016 Eric Davishahl A X -a- B W -b- Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a b 3 m 4 m The maximum negative internal shear force is to the right of A. N and occurs at x The maximum positive internal shear force is to the right of A. The maximum negative internal bending moment is m to the right of A. The maximum positive internal bending moment is m to the right of A. N and occurs at x = Nm and occurs at x = Nm and occurs at x = ៩ m msolve it and draw fbdDetermine the maximum bending stress (in psi) in the beam and its location as generated from the loading condition with the beam cross-section shown below. 2 kip/ft -5 ft- -5 ft 30 kip-ft -5 ft- B 12"- 6" AX
- Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum normal stress due to bending.Draw the shearing force and bending moment diagrams for the beam with an overhang subjected to the loads shown.Determine the minimum width of the beam to the nearest 1/4 in. that will safely support the loading of P = 8 kip. The allowable bending stress is sallow = 24 ksi and the allowable shear stress is tallow = 15 ksi.
- Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.The beam is supported by a roller at B and a pin at C and is subjected to the distributed load shown with intensity w = 180 N/m. The maximum positive and negative internal bending moments are critical factors in the design of the beam material and geometry. Determine the largest positive and negative internal bending moments that occur in the beam and the points along the length where each occurs. Take x = 0 to be at point A at the left edge of the beam. %3D cc BY NC SA 2016 Eric Davishahl B -b- Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 3.20 m b 3.68 m The maximum negative internal bending moment is N-m and occurs at x = m to the right of A. The maximum positive internal bending moment is N-m and occurs at x = m to the right of A.If the beam is subjected to an internal moment of M = 2 kip # ft, determine the maximum tensile and compressive stress in the beam. Also, sketch the bending stress distribution on the cross section.