TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE

Abstract

The article presents the best possible way of accounting the additional shear stresses, caused by the contact of wood and concrete during the reduction of ambient temperature, when designing wooden spans with reinforced concrete slab roadway of highway bridge