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Smart Reasoning:

C&E

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Qaagi - Book of Why

Causes

Effects

the seams ... it helpspreventbuckling

the liner ... helpspreventbuckling

compressive forces ... which helpsto preventbuckling

a compressive stress ... this stresscan causebuckling

the tension on the sides it helpsto preventbuckling

the force ... necessaryto causebuckling

Using sharp knife , cut 2 slits about 1 inch apart through outer layer of fat and connective tissue on each chopto preventbuckling

pressure pulses ... which helpspreventbuckling

The hollow in the middle helpspreventbuckling

much resistance ... which helpspreventbuckling

then the full loadwill triggerbuckling

the necessary integrityto preventbuckling

the lateral resistance of the track ( which helpsto preventbuckling

This reduction in transverse motion helpspreventbuckling

may Plywood subfloors may have delaminated ( separated ) from excessive moisturecausingbuckling

smooth writing surface ... 1/8 " undersizedto preventbuckling

less additional force on the tracks , which helpsto preventbuckling

Core material ... if this is necessaryto preventbuckling

smooth writing surface ... is 0.13 undersizedto preventbuckling

using the support systemto preventbuckling

the screw ... a compressive loadcan causebuckling

the axial compression force during machining(passive) caused bybuckling

if you opt for composite boardsto preventbuckling

the thermal stresses(passive) caused bybuckling

axial stresses(passive) caused bybuckling

sturdy side rails to helppreventbuckling

axial load on the casingwould causebuckling

the clearance(passive) undesirably caused bybuckling

the buildup of compressive stress ( longitudinal force ) , which is primarily caused by an increase in rail temperature while the rail is constrained and can not expand longitudinally(passive) is caused byBuckling

to crease pan cover around panto preventbuckling

to deform under a compressive forceto preventbuckling

the clamping force was limited to that necessaryto preventbuckling

Inspired by the Light Team Construction the bottom of the Classic Construction now offers two light weight bamboo strips and a unidirectional glass beam outside the laminationto preventbuckling

the wiresto preventbuckling

a need for waysto preventbuckling

the necessary restrain tsto preventbuckling

Provide lateral support to compression barsto preventbuckling

surgically remove hardwood floor boardsto preventbuckling

the minimum axial compressive loadwill causebuckling

the principal feature of the response ... a large in - plane compressive stresswould ... causebuckling

in a stapling failureresultingin a stapling failure

such a monstrous failureto causesuch a monstrous failure

structural failurecould causestructural failure

to seal failureleadsto seal failure

to ultimate failureleadingto ultimate failure

in cable failurecan resultin cable failure

the discomfort(passive) caused bythe discomfort

to a tripping hazardcan leadto a tripping hazard

tabs to be exposed and makes it easy for them to be ripped off by windscausestabs to be exposed and makes it easy for them to be ripped off by winds

Foot to extend the hip abruptly as the knee approaches full extensioncausingFoot to extend the hip abruptly as the knee approaches full extension

architected materials that exhibit effective negative swelling , " Advanced Materials 28 ( 31 ) , 6619 - 6624 ( 2016to designarchitected materials that exhibit effective negative swelling , " Advanced Materials 28 ( 31 ) , 6619 - 6624 ( 2016

strain(passive) caused bystrain

an unstable , poorly defined motion in the Z - axis ... rendering the transducer inaccurate , and at worst , the springs may be overstressed and permanently bent so at to be completely uselesscausesan unstable , poorly defined motion in the Z - axis ... rendering the transducer inaccurate , and at worst , the springs may be overstressed and permanently bent so at to be completely useless

type III endoleaks ... long - term twisting of a stent - graft was investigated here as a mechanism leading to type V endoleak or endotensioncan causetype III endoleaks ... long - term twisting of a stent - graft was investigated here as a mechanism leading to type V endoleak or endotension

tunable locally resonant acoustic metamaterials , ” Physto designtunable locally resonant acoustic metamaterials , ” Phys

in a deformation of the structure that is transverse or otherwise not coaxial to the direction of the applied forcemay resultin a deformation of the structure that is transverse or otherwise not coaxial to the direction of the applied force

tunable locally resonant acoustic metamaterials , ” Physical Review Lettersto designtunable locally resonant acoustic metamaterials , ” Physical Review Letters

to final failure of the tissue [ 92leadsto final failure of the tissue [ 92

to CCB and GCCP failure criterialeadingto CCB and GCCP failure criteria

further damage and help avoid & middotto preventfurther damage and help avoid & middot

further damage and help avoid · Hardwoodto preventfurther damage and help avoid · Hardwood

to collapse of WTC1ledto collapse of WTC1

arbitrary deformation ( i.e. , nonlinear ) , and the cross - sectional area fluctuates along the centerlinecausesarbitrary deformation ( i.e. , nonlinear ) , and the cross - sectional area fluctuates along the centerline

a member oneWhen designinga member one

transport problems(passive) caused bytransport problems

in diminished fiber performance or a failure thereofresultingin diminished fiber performance or a failure thereof

further damage and help avoid a major repairto preventfurther damage and help avoid a major repair

air gaps(passive) caused byair gaps

in superior span capability compared to traditional decksresultingin superior span capability compared to traditional decks

the breakage phenomenon(passive) is caused bythe breakage phenomenon

the analysis to fail with a negative definite matrix failuremay also causethe analysis to fail with a negative definite matrix failure

to leaks and rotcan leadto leaks and rot

in collapse for the WTC Towersresultingin collapse for the WTC Towers

The axial length change in the pull wire(passive) caused byThe axial length change in the pull wire

from excess compressive forcescreatedfrom excess compressive forces

to sudden and complete collapse of a structureoften leadsto sudden and complete collapse of a structure

to distortion of thin walled opened sectionsleadingto distortion of thin walled opened sections

fatal injuries by 45 % to 65 %can preventfatal injuries by 45 % to 65 %

injuries if used properly For informationcan preventinjuries if used properly For information

from off - center loading or lateral forcesresultingfrom off - center loading or lateral forces

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Smart Reasoning:

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