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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 - Structural engineering general discussion - Eng-Tips
    Ignoring vibrations as a servicability check, a 35-foot long beam would have a maximum live load deflection, using this criteria, of 1 17 inches The maximum dead + half live load is 1 5 inches If then we take T Galambos's paper from 1986 (published in ASCE Journal of Structural Engineering) the probability of seeing the actual deflection is
  • Deflection check - Structural engineering general discussion - Eng-Tips
    Calculate the deflection of the supporting beams B1A and B1B (at he location where they support B2, whichever one you're looking at they'll all be different obviously) And then by geometry you can determine how much influence the deflection of B1A and B1B have on the globabl deflection of B2
  • Deflection - Structural engineering general discussion | Eng-Tips
    By now a RC building is allowed to sustain a 1 250 total actual deflection under the applied total service level load with a proper calculation of the deflection, including stiffness degradation by mechanical cracking and creep (obviously checked generally in approximate ways) AS LONG what is called the active deflection doesn't surpass 1 cm or
  • Allowable deflections for Residential Floor Beams - Eng-Tips
    Limit 1: Live load deflection less than L 360 for L < about 8 ft, L 480 for longer spans Limit 2: Total load deflection less than L 240 for L < about 8 ft, L 360 for longer spans, but never more than 3 4" Limit 3: Beams parallel to a wall below: Total load deflection < 2D 240 max, where D is the distance from the beam to the adjacent wall
  • Brick Cladding Deflection Limits 3 - Eng-Tips
    thanks DaveAtkins Unfortunately by our code I have to meet L 720 deflection limits I agree that the brick veneer would follow the same curvature as the studs behind them, but the L 720 deflection limits are based on the brick veneer extending the full height of the stud wall, with the maximum deflection at the wall mid-height
  • deflection limits - Student Engineer General Discussion - Eng-Tips
    From International Building Code (IBC) Table 1604 3 Deflection Limits: Note i) reads " l = Length of the member between supports For cantilever members, l shall be taken as twice the length of the cantilever " Therefore for each "position condition" in the table, the allowable deflection is some fraction of length of the given member
  • Deflection Load Combinations - Structural engineering general . . .
    What I'm getting at is the primary live load (serviceability) deflection criteria is usually stated separate from load combinations Live load is usually restricted to L 360 in many codes when you have brittle coverings (such as plaster type ceilings)
  • Brick Deflection Limits 1 - Eng-Tips
    Australian code has not total deflection limit but limits deflection to L 500 for articulated brickwork (joints ar 18' or less) and L 1000 if not jointed 3" at L 600 is equivalent to about 15' so similar to the aticulated brickwork span in the Australian code This agrees with haynewp's comment suggesting jointing the brickwork
  • brick deflection - Structural engineering general discussion - Eng-Tips
    From what I understand, brick deflection limit of L 600 comes from BIA Tech Note 17B for lintel beam If you are talking about vertical drift of frame, which implies theoretical zero at base and drift X at top, then Height 300 should be applicable due to the cantilever nature
  • 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 JS





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