An Experimental Study on the Strength of Steel Reinforced Concrete Members
Tadatomo WATANABE, Yuichi ITOU
Strength of connect structural estimated by methods, cumulative type and
reinforcement type as required by standard specification. But the validity
of those computation mehtods is not established. Limmit state design method
is here examind for its validity. This paper reports on the results of a
series of flexural and shear strength tests of steel reinforced concrete to
find out the validity of the computation by the past methods about the safty
of past computation method of strength.