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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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  • Allowable deflection of beams | Eng-Tips
    Deflection in beam design implies relatively slow (nearly static) deflection of a beam A beam subjected to vibrations means that you need to be looking into a dynamic or vibration analysis That will tell you the vibration frequency, amplitude, etc and compare that to the allowable limits of the equipment
  • 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"
  • 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
  • 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 Formula | Page 3 | Eng-Tips
    Here is the complete solution for the given beam deflection question, solved using the double integration method The attached pages show the full derivation, step-by-step explanation, and the final expressions for deflection and maximum deflection for a simply supported beam under a uniformly distributed load (UDL) Click to expand
  • Deflection check | Eng-Tips
    The proper Global deflection limit to use also has to do with what is on the roof as a roofing material - this looks like a rafter beam situation is why I mention it If the roof is tile, deflection is very readable from the ground, less so with composition, but still readable
  • Simple Deflection Question | Eng-Tips
    The code deflection limit charts for Floor Members simply states: Live load = l 360 Nothing for Wind D+L = l 240 So am I only checking the Live Load deflection and the Load combination (D+L) deflection? Does my Load combination of D+0 75L+0 75(0 6W)+0 75Lr not need to meet l 240? Or is
  • Brick Cladding Deflection Limits | Eng-Tips
    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
  • Steel Stud Deflection Track Gap | Eng-Tips
    I guess just thinking about this some more, if my top-of-wall connection (deep leg slotted track or deflection clip) can only accommodate a portion of the deflection gap, would my other option be to size the stud to take a proportional amount of axial load to compensate for the remaining "total deflection"?
  • deflection limits | Eng-Tips
    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?





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