For the absolute shear connection, inelastic calculation procedure of ultimate positive bending moment that ignoring interface slippage was proved to have enough precision. Measure of shear strain of composite beam cross section in shear span indicated that calculating result of convert cross section procedure was more accurate in elastic phrase, while the result that ignoring shear capacity of concrete was undependable. Stiffness of composite beam in negative bending moment region could be decided according as the converted cross section, while after the concrete is cracked, stiffness changes with the development of the crack. As a result, upper limit of the varying stiffness is that of the converted cross section, and lower limit is that of the steel beam when function of concrete is absolutely removed. Consequently, load according to the upper and lower stiffness limit could be considered as the calculating crack load and elastic ultimate bending strength separately, while stiffness among the upper and lower limit would be decided by linear interpolation. This procedure is especially applicable to the prestressed concrete composite beams that have favorable crack- resistance and control capability.
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