12.0- ft (i.e., just to the left of point B) (b) x = 12.0+ ft (i.e., just to the right of point B) (c) x = 31.0 ft Note that x = 0 at support
Determine the shear force acting at each of the following locations:
(a) x = 12.0- ft (i.e., just to the left of point B)
(b) x = 12.0+ ft (i.e., just to the right of point B)
(c) x = 31.0 ft
Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.
Answers:
| (a) | V = | kips |
| (b) | V = | kips |
| (c) | V = | kips |
Determine the bending moment acting at each of the following locations:
(a) x = 12.0 ft (i.e., at point B)
(b) x = 31.0 ft
Note that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.
Answers:
| (a) | M = | kips-ft |
| (b) | M = | kips-ft |
Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.
Answers:
| Mmax = | kips-ft |
| xmax = | ft |
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