10. For any part of the beam, between two concentrated load Shear force diagram is a Horizontal straight line Vertical straight line

Bending stress is not zero at neutral axis of a beam Select one: True False

Problem 7.65 - Enhanced - with Hints and Feedback Figure 3 m 6 m 12 kN/m 4 of 15 ■Review Draw the moment diagram for the beam. Follow the sign convention. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 - Draw a vertical line to denote local maximum or minimum. Note 2 - The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. 1 of 1 ▸ View Available Hint(s) B الا 十四 A i ✓ ? 3 m 12 kN/m с 6 m M (kN·m) No elements selected 50 40- B 10:04 PM

Identify the correct boundary conditions from the following list for the beam shown. The origin is at A. B L O v = 0 at x = L; dv/dx = 0 at x = L O v = 0 at x = L; dv/dx = 0 at x = 0 O v = 0 at x = 0; v = 0 at x = L O v = 0 at x = 0; dv/dx = 0 at x = 0 O v = 0 at x = 0; dv/dx = 0 at x = L