Строительная механика инженерных конструкций и сооружений.
Федеральное государственное автономное образовательное учреждение высшего образования Российский университет дружбы народов (РУДН).
2005.
С. 71-78
In die article the output of the formulas for calculation of contact pressures between flour slab and steel plates welded on columns of the metal framework is given. The formulas are obtained with usage of girder plan for the flour slab and steel plates. According to the obtained solution for an edge of a column die value of contact pressures tend to perpetuity. To eliminate this uncertainty is offered linear diagram of contact pressures.