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At the end of this section you should be able to:
Use the correct sign convention for internal- shear force and bending moment in a beam
Create the V-M diagram for a statically-determinate beam with
External supports
Point loads
Uniformly- and triangularly-distributed loads
Point couples
Internal supports
Hibbeler 9e F6.2: Finding zero-crossing of M-diagram using similar triangles
Hibbeler 9e F6.2: Finding zero-crossing of M-diagram using similar triangles
Hibbeler 9e 6.19: Multiple critical lines in V and M diagrams
Hibbeler 9e 6.19: Multiple critical lines in V and M diagrams
Hibbeler 9e 6.25: Detecting max value on M diagram using zero-crossing on V
Hibbeler 9e 6.25: Detecting max value on M diagram using zero-crossing on V
Hibbeler 9e 6.8: Detecting max value on M diagram using zero-crossing on V
Hibbeler 9e 6.8: Detecting max value on M diagram using zero-crossing on V
Hibbeler 9e 6.41: Multi-member beam with max and zero-crossing on M
Hibbeler 9e 6.41: Multi-member beam with max and zero-crossing on M
Hibbeler 9e 6.20: Triangularly-distributed loading
Hibbeler 9e 6.20: Triangularly-distributed loading
Mathematica Code
Mathematica Code
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