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The evaluation of fire resistance efficiency is accomplished by ascertaining loadbearing capacity, integrity and insulation of building element. This is found by analyzing thermal stress from temperature distributed internal material.The paper, first step of evaluations of fire resistance, is to deal with a part about insulation. Furthermore, experiment to analyze distribution of temperature is conducted to explain two-dimensional transient heat transfer analysis by using ABAQUS a wide use nonlinear finite element program. The results of existing research are used for thermal properties of concrete and steel where they compose structural wall in steel plate-concrete structure(SC structure) when achieving analysis. ISO 834 standard time/temperature curve is used for the temperature assumed fire.