The equipment of reinforced concrete by using native materials
(cement-aggregates-steel) in ideal conditions help us producing
concrete that consummate the Syrian Arab Code conditions, but
these are not found in Engineering Structure workshop that
have
affection of characters used materials in one hand, and these
behavior in the common work with steel –Structural behavior of
Engineering member espial in serviceability stage, that may be
expose accepted limits in other hand . So it is necessary to correct
the Syrian Arab Code's formulas of deformation and finding
suitable mathematical factors and formulas that insure structural
safety for reinforced concrete members under bending moment that casted in structure workshop circumstances in Syrian Arab
Republic.
