Monthly Archive: March 2014

Foundation Conditions

3.18. Limit values for the joint strain and Foundation underground part of the tall building on the technological or architectural requirements should be established on the basis of structural, functional and operational characteristics of high-rise buildings in accordance with Rules of technical operation of the equipment or the design assignment, taking into account where necessary, straightening equipment, and vertical transport during the operation. 3.19. Verification of compliance with the conditions S < made in the analysis of structures in conjunction with the base after the relevant structural calculations for building strength, stability, and fracture toughness. 3.20. Limit values for the joint deformation grounds and facilities under the terms of strength, stability, and fracture of structures shall be installed at designing on the basis of calculation of structures in interaction with the ground.

3.21. Coefficients appearing in regulated by the snip 02/01/2007, 02/02/2001 snip limiting conditions, selecting and validating design solutions of high-rise buildings may be corrected upward in view of features of engineering-geological conditions and the degree of responsible buildings. 3.22. Determination of sediment and rolls Slab foundations on natural bases recommended to perform the method of layerwise summation according to the sp 50-101. 3.23. In the design of pile foundation recommended to perform the calculation of precipitation of piles according to the sp 50-102. Weight of the soil within the scope of a conditional base should not be treated as load. 3.24. Go to the sediment pile foundation, designed by the scheme of conditional foundation (Section 3.22), should be added to shrink due to nonlinear effects that occur due to stress concentration near the ends of piles.

Foundation Marine Robert

Entrepreneurs and technician, in one program collective, had been to the Room Cecilia Meireles to identify focos of infestation of cupins. The visit summarized it more the reached points: timbering of the roof, with risks of landslide, palco, laterals of palco, auditorium, also walled of balcony, doors and subsoil. The proposal presented got great repercussion, reaching, also, the first Brazilian Congress of Control of Vectors and Urban Plagues, carried through in May of 1997, in the Hotel Glory, for congregating the conditions ideals for the development of the work of spreading of the companies of the sector. The participation in initiatives that clearly integrate its different areas in projects and programs of public utility and meaning for the population is, without a doubt, one of the best ways to reach the objective tracings for the ABCVP in the direction to insert the companies associates in a picture of investments in health, environment and improvement of the quality of life. The care with the patrimony comes also mobilizing the federal government. The National bank of the Economic and Social Development – BNDES, since 1996, invests heavy in the valuation of the national historic site, developing important projects in the area of restoration of historical constructions. One of them, carried through in partnership with the Foundation Marine Robert, is the recovery of the Church of Ours Lady of the Lapa of the Merchants, in Rio De Janeiro.