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Shear and Moment Diagrams
Today’s Objective:Students will be able to:1. Derive shear and bending moment
diagrams for a loaded beam using a) piecewise analysisb) differential/integral relations
These diagrams plot the internal forces with respect to x along the beam.
APPLICATIONS
They help engineers analyze where the weak points will be in a member
General Technique• Because the shear
and bending moment are discontinuous near a concentrated load, they need to be analyzed in segments between discontinuities
Detailed Technique
• 1) Determine all reaction forces• 2) Label x starting at left edge• 3) Section the beam at points of
discontinuity of load• 4) FBD each section showing V and
M in their positive sense• 5) Find V(x), M(x)• 6) Plot the two curves
SIGN CONVENTION FOR SHEAR, BENDING MOMENT
Sign convention for:
Shear: + rotates section clockwiseMoment: + imparts a U shape on sectionNormal: + creates tension on section(we won't be diagraming nrmal)
Example
• Find Shear and Bending • Moment diagram for the beam• Support A is thrust bearing (Ax, Ay)• Support C is journal bearing (Cy)
• PLAN• 1) Find reactions at A and C• 2) FBD a left section ending at x where (0<x<2) • 3) Derive V(x), M(x)• 4) FBD a left section ending at x where (2<x<4)• 5) Derive V(x), M(x) in this region• 6) Plot
Example, (cont)• 1) Reactions on beam• 2) FBD of left section in AB
– note sign convention
• 3) Solve: V = 2.5 kN M = 2.5x kN-m
• 4) FBD of left section ending in BC:• 5) Solve: V = -2.5 kN
-2.5x+5(x-2)+M = 0M = 10 - 2.5x
Example, continued
• Now, plot the curves in their valid regions:
• Note disconinuities due
to mathematical ideals
Example2
• Find Shear and Bending • Moment diagram for the beam
• PLAN• 1) Find reactions• 2) FBD a left section ending at x, where (0<x<9)• 3) Derive V(x), M(x)• 4) FBD a left section ending somewhere in BC
(2<x<4)• 5) Derive V(x), M(x)• 6) Plot
Example2, (cont)• 1) Reactions on beam• 2) FBD of left section
– note sign convention
• 3) Solve:
Example 2, continued
• Plot the curves:
• Notice Max M occurs• when V = 0?
• could V be the slope of M?
A calculus based approach
• Study the curves in the previous slide• Note that • 1) V(x) is the area under the loading
curve plus any concentrated forces• 2) M(x) is the area under V(x)
• This relationship is proven in your text• when loads get complicated, calculus gets
you the diagrams quicker
derivation assumes positive distrib load
Examine a diff beam section
Example3
• Reactions at B