Calculation of the 117,32m-wide and 32 m-deep concrete basin for the expansion of Chemical Plants and concrete cooling tower that is composed of 14 cells in pre-cast concrete elements included beam and columns; joints between columns and beams were cast in situ. Calculation of the concrete support for turbines.

Frame resisting moment structure for seismic action. Seismic calculation as for ACI 318-05.

Verification and layout of piles of foundation F0,6x22m. Particular attention was paid to the positioning of the rebars in the joints to avoid interference and according to the seismic standards UBC 1997.

 

Calculation Note and drawings in English.

 

Customer: Hamon Thermal Europe – France