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Requirements for coarse aggregate for structural concrete EHE 3.


If recycled aggregate does ehe 08 comentarios meet the specifications described in Table 2it can be mixed with natural aggregate in order to address these limitations. In order to calculate the percentage of substitution a linear correlation can be used.

Table 3 includes the above restrictions and the allowable use of recycled aggregate.


Specifications for aggregates to embankments 3. Specifications for aggregates to manufacture soil-cement Table 5.

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Specifications of soil-cement A retardant must be used to delay cement setting in order to increase the workability period of soil-cement. Filling and ehe 08 comentarios of industrial buildings. Filling and leveling of building works. Land filling and farm filling. Forest tracks and rural roads.

  • Calc-útiles Pino - Shear stress in reinforced concrete

Use 2 Use 3: Contribution of material to landfills. Environmental recovery of quarries Use 3 Use 4: Ehe 08 comentarios notes At article However in article Although in author's opinion the aggregate can generate concreting defects with columns styrrups also not being main reinforcementsthe result of this program is the strictly specified by the regulation.

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Calc-útiles Pino - Maximum aggregate size

Author's notes In the calculation of the mechanical arm z in the case of flexural compression, it has been considered for the ehe 08 comentarios reinforcement distance to the axis z0, and for the mechanical capacity of the tensioned reinforcement Us, the less compressed reinforcement, since in principle, no tensioned reinforcement exists.

The tilted reinforcements have ehe 08 comentarios be placed in the tensions direction, that is, transverse to the compression struts.

This way, for vertical loads, the top of the bars should be closer to the support.