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Smart Reasoning:

C&E

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Qaagi - Book of Why

Causes

Effects

Simply putsdiscoveringinternal forces ( axial force , shear force , minute ) , tension , stress , deflection etc in a structure under used load conditions

the movement of a unit load across a structureinfluencesa force effect ( reaction , axial force , shear , or bending moment ... at one point in the structure

the movement of a unit load acrossinfluencesa force effect ( reaction , axial force , shear , or bending moment ... at one point in the structure

The columnswere designedto resist axial compression forces and bending moment due to gravity load

from applied current(passive) are resultedThe forces acting on piston of linear compressor such as spring force , damping force and electric forces

the steel barwill causeradial stiffness and deformation under the action of axial force because of its own weight

The enemy attemptsto discoverthe strength , composition , and location of the units that constitute the fixing force and the striking force

In this case , undissolved V carbide remainscausesa problem in that the strength and ductility of the mechanical structural member deteriorate

External loadcausesaxial pressure and shear ( i.e. , force or stress

by the weight of the rotor(passive) caused bya downward force ... , and axial forces that are caused by the momentum of the drilling fluid

membersdesignedto carry the flexural forces induced by lateral loads , as well as the axial forces

In all likelihood , there is loadingresultsin both tension and compression forces upon the structure

Pattern loadingcausesinsignificant changes in the beam shear force and column axial force

varying intensityleadsto the decrease in shear strength and increase in shear forces

by attraction(passive) caused bymagnitude of strengthen of grid structure , i.e . stactic shear force

by attraction and bonding(passive) caused bymagnitude of strengthen of grid structure , i.e . stactic shear force

strip ( platedesignedfor the strengthening of structural members against tensile , shear and impact forces

conditionsresultin tensile , shear , and flexural forces greater than the strength of the pavement

In this position the fore and after ends of the vessel will bend downwardscausingcompression forces in the keel area and tension forces

by the pressure medium(passive) are caused bythe axial force and the spring force ... acting on the two groups of mechanical seals

a carbon fiber uni - directional sheetdesignedfor the strengthening of structural members against tensile , shear and impact forces

attraction and bonding among many clay grains(passive) caused bymagnitude of strengthen of grid structure , i.e . stactic shear force

by attraction and bonding among many clay grains(passive) caused bymagnitude of strengthen of grid structure , i.e . stactic shear force

The fibercontributethe high tensile properties for rigidity and strength

This flow separationleadsto lift force and drag force of the propeller.9

the type and characteristics of the shear reinforcing system(passive) are strongly influenced byThe punching shear strength and deformation capacity

large stresscausingby shear force , axial force and bending moment

structural characteristicsresultedfrom by distributions of lateral shear strength and shear stiffness of structural elements

by the relative displacement between the two corner points(passive) are caused bythe press force , tension force and shear force

many factorscausedifferences between the measured axial force and the designed axial force

gravity load in the direction normal to its axisresultsin bending moment and shear force

the distribution of earthquake loadinfluencesthe structural shear force and the displacement

gravity load ... its axisresultsin bending moment and shear force

by the load(passive) caused byboth shear force and bending moment

further expansion and crackinginfluencestensile strength and eventually the structural capacity

the stress concentrationcontributesto a mixed strength combining both shearing force and tensile force

This meansmust be designedfor bending moments ... shear forces , and axial forces

an axial offsetcausesboth an axial force and a bending moment

accelerationmay leadto shear , tensile and compression forces

A load ... anythingcausesforce to be exerted on a structural member

the frame(passive) caused bythe frame

which ... to transferis designedwhich ... to transfer

The columns(passive) were designedThe columns

The columns(passive) must be designedThe columns

The web member(passive) is designedThe web member

to gasket destruction owing to formation of cracks and rupturescan leadto gasket destruction owing to formation of cracks and ruptures

The fixed points ... the frictional forces of the pipe guides and the flow forces(passive) must be designedThe fixed points ... the frictional forces of the pipe guides and the flow forces

the longitudinal compression or shrinkagecausesthe longitudinal compression or shrinkage

to injurypotentially leadingto injury

The columns(passive) are designedThe columns

either direct stress or direct and bending stresscauseseither direct stress or direct and bending stress

a mountain type(passive) caused bya mountain type

All the columns elements(passive) are designedAll the columns elements

in various forces acting on the lumbar spine and sacrumresultin various forces acting on the lumbar spine and sacrum

in a column capacityresultin a column capacity

These bearing mounts(passive) are designedThese bearing mounts

in a self - supported rolled actuatorwill resultin a self - supported rolled actuator

The gimbal ring , hinged and pins(passive) are designedThe gimbal ring , hinged and pins

that deformation(passive) is caused bythat deformation

Type S22 modules(passive) are designedType S22 modules

the bending of the beamwould influencethe bending of the beam

from the load combinations with overstrength factor in Section 12.4.3.2 of ASCE 7 or development of the full axial , bending and shear nominal strength of the elementresultingfrom the load combinations with overstrength factor in Section 12.4.3.2 of ASCE 7 or development of the full axial , bending and shear nominal strength of the element

Axial Loaded ColumnsSteel columns(passive) will be designedAxial Loaded ColumnsSteel columns

the stress(passive) caused bythe stress

to be opposite that of the anticipated load applicationis ... designedto be opposite that of the anticipated load application

the deformation(passive) caused bythe deformation

wear(passive) caused bywear

to cartilage regeneration37 and exerts a chondroprotective effect50leadsto cartilage regeneration37 and exerts a chondroprotective effect50

ion(passive) can advantageously be designedion

the fuselage(passive) is mainly designedthe fuselage

a haptic effect(passive) caused bya haptic effect

a haptic effect(passive) caused bya haptic effect

the ice to buckle and crackcan causethe ice to buckle and crack

the uniform stresses(passive) caused bythe uniform stresses

stress(passive) caused bystress

the insert to failcausethe insert to fail

rapid decelerationto causerapid deceleration

The two presses and all the reference transducers from HBM(passive) are designedThe two presses and all the reference transducers from HBM

Overall light poles(passive) are designedOverall light poles

The weight sensors(passive) are preferably designedThe weight sensors

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Smart Reasoning:

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