Technical data of the project The bearing constructions of the objects Red pool with supporting buildings and supporting buildings of the swimming pool are from brick walls and reinforced concrete ceiling constructions. The connecting object of the entrance hall and the swimming pool hall are from steel construction. Steel constructions are designed as welded from steel tubes of circular and square cross section. The roof span of the Folk spa is solved by open timber construction with gable roof. The base of all objects is designed on flat base. All objects are one-storey buildings with height up to 14m. The usable area of the complex of the buildings is 3100m^2 from which the pool hall takes 1160m2 and the entrance hall takes 306m2. The entrance hall has dimensions: 22.5x21/6x6m and weight: 8,000kg The pool hall has dimensions 38x34x14m and weight 51,000kg. Currently, the first stage of the construction is in progressthe Red pool with supporting buildings whose realization project has been prepared. The second and third stage of the construction; the remaining building is prepared in scope of the project for building permit and preliminary static calculation of the elements of the two dimensional elements of the pool hall. The entrance hall: The entrance hall has pent shape. It is designed from truss parallel frames; joint anchored into the basis and the object Red pool. The frames are spaces by 6-2x7.2m. The truss purling welded on the frame is spaced by 3m. The outer cover is made from glass. The pool hall: The pool hall is three aisle arch shaped. The middle arched part is vertically shifted by 2.2m. The pool hall is designed from transverse and longitudinal truss half-frames length 12m. The transverse half-frames are spaced by 5x6m. They are put into the base on one side and joint set on the longitudinal frame on the other side. The middle arched mesh is from transverse arched and truss girders spaced by 6m and longitudinal parallel truss girders spaced by 3m. The mesh construction is set on supports joint anchored into the longitudinal frames. The longitudinal frames are designed as spatial truss three-part frames, which are joint anchored into the basis. The longitudinal frames are spaced by 12 and 11,7m. The external cladding of the pool hall is from glass. Why is this project important and special? The project is a unique solution of thermal spas as pistinaa pool with an open bed set on a thermal water spring. The objects form a united whole of thermal spas together with a swimming pool being filled with thermal water and the necessary supporting buildings. They are interconnected and connected to the existing buildings. Use of ESA-Prima Win Description of the technical questions to be solved with ESA-Prima Win: The calculation of the bearing constructions A description of your experience with ESA-Prima Win when realising the project: I have positive four year long experience in using NEXIS. I would like to see some improvements on the programs including a more precise calculation of the buckling lengths of the supporting bars, a possibility of freeing the contact of wall and ceiling elements because of onesided exertion of the contact forced / stressed. I would like to receive better quality of the works with modul Project for drawing plans. Modules used: 3D beam and shell elements Physical non-linear calculation ( only compress the supports, the function of the supports, only tension in the beams, maximum strength in the beams, limit force in the beams) Dynamical seismic The ribs in concrete plates Dimension modules, concrete, steel Absence 67 SCIA User Contest Catalog
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