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It was easyto causebending shear failure of roof
by mechanical agitation(passive) caused bythe shear failure effect
the stress ... sufficientto causeshear failure of the bone
vertical loadcausesshear failure at the joint
Shear capacity ... The forcecausesshear failure of the bolt
the latterleadsto catastrophic beam failure
for low - profile scales and platform , hopper and tank weighing applications(passive) is designedshear beam load cell
for high accuracy hopper , tank scales and a variety of process weighing applications(passive) is designedshear beam load cell
by the collapse of principal diagonal concrete strut(passive) was causedthe joint shear failure
members ... the joint locationhas resultedin sudden shear failure
The force requiredto causeshear adhesion failure
the junctionleadingto sudden shear failure
the endeffecteventually causingshear failure of the specimens
The short columns especially in reinforced concrete structurescan leadto a brittle shear failure
loadcausingpunching shear failure
stresses ... the beamcausesbeam failure
requiredto causefailure of a beam
the eventsleadingto beam failure
loads ... the simply supported I section beamcausesFailure in beam
cracksleadingto failure of the beam
large differences of principal stresses(passive) is caused byCompressive shear failure
the beam cross sectioneventually causingfailure of beam
equivalent tension stresseswould causefailure in the beam
by lack of oil and a brittle failure caused by defect(passive) caused bya shear failure
the loading cell ... large enoughto causefailure of the beam
Since the moment arm is short in a short column , the shear forces are increasedcausinga shear failure
A fire in the building to the left or an auto fire underneathcould easily causefailure of the I beam
part of the stresswould causeshear failure
the highest effect on the bearing capacity due to prevention of separation of concrete from GFRPcausesthe failure of the beam
The bearing capacity of soil ... ableto leadto shear failure
the value of the maximum principal stress requiredto causeshear failure
the stresswould causeshear failure
a stresscausesa shear failure
also the soilcan leadto shear failure
cracks ... the shear bandsresultedin shear failure
the loadcausingshear failure
inadequate bearing capacity of the soil beneath the foundationleadingto shear failure
by the sliding of the contact surface at the bond(passive) caused bythe shear failure
stressescausethe shear failure
by shearing force(passive) caused byshear failure
to total collapseleadto total collapse
to rapid strength losscan leadto rapid strength loss
to transverse fracture secondary to muscleleadsto transverse fracture secondary to muscle
false end of ball conditions or multiple balls on the playfield ... like a bad trough switchcan causefalse end of ball conditions or multiple balls on the playfield ... like a bad trough switch
This movement(passive) is caused byThis movement
serious injurycan causeserious injury
damage to students performing the experimentcan causedamage to students performing the experiment
the punching strengthinfluencingthe punching strength
off a catastrophic chain reaction as unplanned stresses multiplycould setoff a catastrophic chain reaction as unplanned stresses multiply
to interface failureleadingto interface failure
to an interface failureleadto an interface failure
to the increase of its in - plane shear strengthmay contributeto the increase of its in - plane shear strength
damage to other propertywill causedamage to other property
alsocontributedalso
to cracks and rear face sheet debonding of the foam coreleadsto cracks and rear face sheet debonding of the foam core
in casesoriginatingin cases
casing deformationcausingcasing deformation
to catastrophic collapse of structural membersleadingto catastrophic collapse of structural members
upheaval of pavement materialcausesupheaval of pavement material
upheaval of pavement materialcausesupheaval of pavement material
a premature failure in an actual structure ( FIGURE 3could causea premature failure in an actual structure ( FIGURE 3
the slabs to collapse and take the structure with itcausingthe slabs to collapse and take the structure with it
progressive collapse are unreasonable thento causeprogressive collapse are unreasonable then
the failure loadinfluencedthe failure load
to final failureleadsto final failure
only localised effect whereas the failure newlineofcausesonly localised effect whereas the failure newlineof
Damage(passive) caused byDamage
to reduction in building lateral strengthcan leadto reduction in building lateral strength
to a reduction in building lateral strengthcan leadto a reduction in building lateral strength
rapid movementcausesrapid movement
from reduction of lateral strainresultingfrom reduction of lateral strain
Compressive failure(passive) may be caused byCompressive failure
from reduction of lateral tensionresultingfrom reduction of lateral tension
oftenresultsoften
from reduction of lateral anxietyresultingfrom reduction of lateral anxiety
the debonding failureinfluencesthe debonding failure
impact on the working facecausingimpact on the working face
in slideresultingin slide
from regions of high shear in air blastoriginatingfrom regions of high shear in air blast
in sliding of the soil along a plane of ruptureresultingin sliding of the soil along a plane of rupture