Assertion: deflection | /r/HasProperty | small
Facets:
value: before long term deflection
type: TEMPORAL
value: very
type: DEGREE
value: usually
type: DEGREE
Source sentences:
text: It can be shown that the deflections due to shear deformations are usually small and hence can be ignored.
text: The deflection when they are building the wall, before a lot of the load is added and before long term deflection, will be very small if the total long term deflection is going to be .3 or .4".
text: How do you know if the deflection is too large or small enough?