Assertion: deflection | /r/HasProperty | large
Facets:
value: quite
type: DEGREE
Source sentences:
text: Similarly, if the computed reinforcement ratio is small, then it will yield pretty soon and consequently flexural stiffness of the slab decrease substantially and finally the deflection of the slab will be quite large.
text: Take a moment and analyze the above formula… increasing the beam stiffness (E×I c ) will reduce the deflection (large R), while a greater bending moment leads to a smaller radius of curvature (greater deflection/sagging).
text: If the deflection is too large then it may even break the door or other elements.
text: How do you know if the deflection is too large or small enough?