Vystužování plošných konstrukcí stejně namáhanými liniovými nosnými prvky.
Authors: Novotný R.
Page: 34-38
English / Anglicky:
The paper intends to give a practical and simple instruction for the distribution of a finite number of load-bearing linear members in a plane or cylindrical structure subjected to a general continuous load of cylindrical or translational distribution with surface lines or parallels of conforming orientation to assure that the beams are exposed to loads of equal intensity. The paper shows (both analytically and graphically) in particular the location of these load-bearing members with reference to linearly increasing loads which is of extraordinary importance in engineering practice.
Key-words: hydrostatic pressure; earth pressure; retaining walls with horizontal beams; basement walls subjected to horizontal loads; vertical cylindrical (particularly circular) shells with liquid or loose solid fill stiffened with horizontal members (particulariy rings)
Czech / Česky:
The paper intends to give a practical and simple instruction for the distribution of a finite number of load-bearing linear members in a plane or cylindrical structure subjected to a general continuous load of cylindrical or translational distribution with surface lines or parallels of conforming orientation to assure that the beams are exposed to loads of equal intensity. The paper shows (both analytically and graphically) in particular the location of these load-bearing members with reference to linearly increasing loads which is of extraordinary importance in engineering practice.
Key-words: hydrostatic pressure; earth pressure; retaining walls with horizontal beams; basement walls subjected to horizontal loads; vertical cylindrical (particularly circular) shells with liquid or loose solid fill stiffened with horizontal members (particulariy rings)