CALCULATION OF FERRO-CONCRETE TRELLISED CONSTRUCTIONS AT THE STATIC AND SHORT-TERM DYNAMIC LOADING WITH THE USE OF SURFACES OF RELATIVE RESISTANCE ON DURABILITY
The article considers the method of calculation of ferro-concrete elements of trellised constructions at joint action of the bending moments, longitudinal and cross-section forces under static and dynamic loading with the use of surfaces of relative resistance on durability on the basis of the deformation model, taking into account the redistribution of forces between flanges of trellised constructions.