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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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calculation. Before proceeding, it may be helpful to consider various calculation skills that

are often used in typical beam and loading configurations.

Skill 1—Using the slope to calculate the deflection: The beam slope at location A

may be needed in order to calculate the beam deflection at location B.

Skill 2—Using both the deflection and slope values to calculate deflections:

Both the beam slope and the beam deflection at location A may be needed to

calculate the beam deflection at location B.

Skill 3—Using the elastic curve: Equations are given in beam tables for the beam

slope and deflection at key locations, such as the free end of a cantilever beam and

the midspan of a simply supported beam. There are many instances, however, when deflections

must be computed at other locations. In these instances, deflections can be calculated

from the elastic curve equation.

Skill 4—Using both cantilever and simply supported beam equations: For a

simply supported beam with an overhang, both cantilever and simply supported beam

equations are required to compute the deflection at the free end of the overhang.

Skill 5—Subtracting the load: For a beam with distributed loads on only a portion of

a span, it may be expedient to consider first the distributed load over the entire span.

Then, the load can be cancelled out on a portion of the span by adding the inverse of the

load (i.e., a load equal in magnitude, but opposite in direction). This skill may also be

useful for cases involving linearly distributed loadings (i.e., triangular loads).

Skill 6—Using known deflections at specific locations to compute unknown

forces or moments: This skill is particularly useful in analyzing statically indeterminate

beams.

Skill 7—Using known slopes at specific locations to compute unknown forces

or moments: This skill is also useful in analyzing statically indeterminate beams.

Skill 8—A beam and loading configuration may often be subdivided in more

than one manner: A given beam and loading may be subdivided and added in any

manner that yields the same boundary conditions (i.e., deflection and/or slope at the supports)

as those in the original beam configuration. Alternative approaches may require

fewer calculations to produce the same results.

The skills in the preceding list are presented with examples and interactive problems

in MecMovies M10.3 and M10.4 (8 Skills: Parts I and II) and in MecMovies

M10.5 (Superposition Warm-Up).

425

dETERMININg dEFLECTIONS

by THE METHOd OF

SuPERPOSITION

MecMovies

ExAMPLES

M10.3 and 10.4 8 Skills: Parts I and II

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