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Volume 14 article 360 pages: 109-114
applied solution for shear connection in steel and concrete precast composite
structures is the discontinuous shear connection with a headed stud in group
arrangement. Application of shear connection with headed studs in group
arrangement and calculation of shear resistance for studs group in typical
precast composite floor beam is presented. The possibility and feasibility of
shear connection construction with headed studs in group arrangement was
considered. It is shown that the shear connection in precast composite floor
beams can be constructed with a group of four headed studs.
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