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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 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 Load Combinations | Eng-Tips
    I have a question regarding Structural Deflection Limits The way I see it, there are three ways of going about it - Follow the IBC verbatim, or use ASD load combinations, or load that aren't factored at all For example: What are the appropriate combinations to used if I have both a floor
  • 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
  • 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"
  • Masonry Wall out of plane deflection limit | Eng-Tips
    When designing masonry buildings ACI 530 states an out of plane deflection limit of 0 007*h which must include p-delta affects The IBC states out of plane deflection for walls should be L 240 for brittle finishes We have used 0 007*h in the past, but we are wondering if we should really be
  • Deflections under Seismic Load Effects | Eng-Tips
    With regards to the seismic load combinations utilizing the overstrength factor (ASCE7-05 section 12 4 3), I am trying to find guidance on appropriate deflection limits I suppose there are two classifications of response, 1) Code referenced and 2) Sound Engineering judgement 1) I'm not
  • 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
  • Vertical Support of Stone Veneer - Defl. Limit | Eng-Tips
    I have a 32 ft opening (L 600=0 64"), where i am supporting stone veneer Per the Indiana Limestone handbook, they reference the lesser of L 600 or 1 4" for vertical deflection limits The 1 4" seems very stringent Does anyone have a way I can justify not using the 1 4" limit? Thoughts?
  • Brick Deflection Limits | Eng-Tips
    I am aware of the commonly accepted limits of 0 30" or L 600 for brick lintels, whichever is less For very long spans the 0 30 requirement can be unreasonable For example, a 40 ft span truss that deflects 0 50 inches (L 960) has less angular rotation than a 15 ft beam that deflects 0 30





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