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deflection    
n. 歪斜,偏,偏向

歪斜,偏,偏向

deflection
偏向

deflection
偏转

deflection
n 1: a twist or aberration; especially a perverse or abnormal
way of judging or acting [synonym: {deflection}, {warp}]
2: the amount by which a propagating wave is bent [synonym:
{deflection}, {deflexion}, {refraction}]
3: the movement of the pointer or pen of a measuring instrument
from its zero position [synonym: {deflection}, {deflexion}]
4: the property of being bent or deflected [synonym: {deflection},
{deflexion}, {bending}]
5: a turning aside (of your course or attention or concern); "a
diversion from the main highway"; "a digression into
irrelevant details"; "a deflection from his goal" [synonym:
{diversion}, {deviation}, {digression}, {deflection},
{deflexion}, {divagation}]

Deflection \De*flec"tion\, n. [L. deflexio, fr. deflectere: cf.
F. d['e]flexion.]
1. The act of turning aside, or state of being turned aside;
a turning from a right line or proper course; a bending,
esp. downward; deviation.
[1913 Webster]

The other leads to the same point, through certain
deflections. --Lowth.
[1913 Webster]

2. (Gunnery) The deviation of a shot or ball from its true
course.
[1913 Webster]

3. (Opt.) A deviation of the rays of light toward the surface
of an opaque body; inflection; diffraction.
[1913 Webster]

4. (Engin.) The bending which a beam or girder undergoes from
its own weight or by reason of a load.
[1913 Webster]

96 Moby Thesaurus words for "deflection":
L, S-curve, aberration, angle, apex, atmospheric attenuation, bend,
bending, bifurcation, bight, blind spots, bow, bowing, cant,
chevron, circuitousness, clutter, coin, conflexure, corner, crank,
crook, crosswiseness, crotchet, declination, defile, deflexure,
deflower, departing, departure, deviance, deviation, deviousness,
diagonality, diffraction, diffusion, digression, dispersion,
distortion, divagation, divergence, diversion, dogleg, elbow, ell,
excursion, false echoes, flection, flex, flexure, force, fork,
furcation, geanticline, geosyncline, ground clutter, hairpin turn,
hook, indirection, indirectness, inflection, knee, meander,
nonconformity, nook, obliqueness, obliquity, outrage, oxbow, point,
quoin, ravish, reflection, refraction, scatter, sea clutter,
skewness, spoil, squint, superrefraction, sweep, swerve, swerving,
torsion, transverseness, turn, turning, twisting, vagary, veer,
veering, vertex, violate, zag, zig, zigzag


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  • Deflection Limits | Eng-Tips
    Dougantholz - It seems that deflection limits are up to the engineer who is designing, and not to exceed the limits set forth in code (l 240, l 360, l 600, etc ) Lets just say an l 360 delf limit for a particular beam comes out to be 1 45" I personally try to keep deflection for any beam under 1"
  • Deflection | Eng-Tips
    Deflection criteria are put in place for a variety of reasons, including aesthetics, limiting cracks, mitigation of creep, and to force sections to be more resistant to "dynamic" deflection such as floor "sponginess"
  • deflection limits - Student Engineer General Discussion
    Hello everyone, could you please tell me how we can define the deflection limits of (L or Lr, S or Wf, and D+L) as described in IBC Table 1604 3?
  • Deflection check - Structural engineering general discussion
    The deflection which is important depends on the conditions of the whole structure, not just the one member You must consider how the cantilever deflection affects the rest of the building, e g a facade which is carried by the cantilever and other members which may or may not deflect the same
  • Brick Cladding Deflection Limits - Structural engineering general . . .
    They pretty much don't spell out deflection out of plane They leave it to the engineer to calculate the deflection of the brick withe and compare it to stress - strain relations and geometric assumptions for crack widths When the brick is continuously - uniformlt tied to the backing, the deflection geometries must conform
  • Allowable deflections for Residential Floor Beams - Eng-Tips
    I have been pondering allowable deflection limits for our residential design standards for high-end residential *FLOORS BEAMS*(wood framed with LVL, glu-lam, and steel beams) I am trying to develop a list of criteria for younger engineers, and I would appreciate some input from some of y'all
  • girt deflection limits - Structural engineering general discussion
    For Masonry Deflection limits, I typically refer to Table 1617 3 of IBC 2000 and use that as a guideline to determine allowable girt deflection These requirements are usually more strict even than the L 240 requirement
  • Table 1604. 3 - Deflection Limits - IBC ICC CABO (building officials . . .
    Dear Engineers, I'm trying to settle a disagreement I have with an engineer (I'm an architect) about Chapter 16, Table 1604 3 Footnote “f” states: “The wind load is permitted to be taken as 0 7 times the “component and cladding” loads for the purpose of determining deflection limits herein”
  • brick deflection | Eng-Tips
    For brick veneer, do you usually limit your horizontal deflection to l 600 for your backing material or can you limit it to the standard l 300 for drift? I have a situation where I am using wood studs as backing, and it is getting to be difficult expensive to limit it to l 600 Any thoughts?
  • global or local beam deflection - Structural engineering general . . .
    NO, global deflection means you consider deflection of support (lets say girder or column) in addition to local deflection of beam





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