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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
  • Curtain Wall deflection limits | Eng-Tips
    The deflection limits for the wall studs are typically more stringent than the CW deflection (say L 600 for brick) If the curtainwall is attached to the adjacent jamb which was designed assuming a vertically spanning curtainwall, then the stud will either be forced into a greater deflection or overstressed
  • cantilevered beam deflection limits vs. simple span beam
    G'day people Random question: why is the deflection limit for cantilevered beams typically twice that for a simple spanning beam? For example, deflection limit for a simple spanning beam would be say L 400 and for a cantilevered condition it would be 2L 400 (L 200) Why would the cantilevered
  • Propped cantilever deflection - Eng-Tips
    I notice that the calculated elastic deflection at tip of propped cantilever beam is dependent on backspan Deflection increases as backspan length go up deflection at tip of pure cantilever: PL^3 3EI Deflection at tip of propped cantilever: P(Lc)^2 3EI x (Lb+Lc) For example I have a 10kN
  • Deflection of Beam Supporting a Concrete Slab. . . . . | Eng-Tips
    The deflection of the steel beam only needs to be limited to l 360 if there are brittle finishes which may crack (ie laster etc) i would normally limit the delfection of a steel beam carrying a concrete floor to l 360 for imposed loads only and l 250 for dead + imposed
  • Deflection Limits for Australian Flooring | Eng-Tips
    Guidance for deflection limits seems to be extremely scarce, even when considering the suggested deflection limits provided in AS1170-2020 Appendix C Also, when comparing limits and load combinations adopted by manufactures, they seem to be contradictory even with things that you would assume would be so standardised throughout the industry such as floor framing supporting flexible flooring
  • LATERAL DEFLECTION FOR GLASS - Eng-Tips
    What horizontal deflection criteria do you use for glass windows? IBC 2009, 2403 3 Framing To be considered firmly supported, the framing members for each individual pane of glass shall be designed so the deflection of the edge of the glass perpendicu1ar to the glass pane shall not exceed
  • 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
  • Eurocode Deflection Limits: Best Practices - Eng-Tips
    For dead load deflection, what limit would you typically consider? I’ve noticed Eurocode doesn’t seem to provide specific guidance on this, so I’d appreciate any advice on common practice or limits you use in similar scenarios
  • Deflection Track - When do you specify? - Eng-Tips
    When do you specify deflection track in your design? Either slotted deflection track, nested deflection track, or single deep leg track with no attachment to the stud





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