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Concrete calculator

GCP Applied Technologies

Concrete calculator. The STRUX® calculator recommends correct dosage rates, for STRUX® 90/40 macro synthetic fibers , as a steel welded wire mesh (WWM) replacement in concrete installations. Concrete admixtures. concrete admixture strux app icon blog hero. Concrete calculator for macro synthetic fibers.

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STRUCTURAL USES OF PRECAST CONCRETE

The Constructor

Use of Precast Concrete in frames: There are two main types of precast building frame. The structural frame consists of slabs, beams and columns. Structural frames are mainly used for offices, car parks and retail developments.

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TYPES OF CRACKS IN CONCRETE BEAMS

The Constructor

Cracks in concrete beams due to increased shear stress 2. Cracks in concrete beams due to corrosion or insufficient concrete cover 3. Cracks parallel to main steel in case of corrosion in beams 4. Cracks due to increased bending stress in beams 5.

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TEMPERATURE EFFECTS ON CONCRETE

The Constructor

The size of movement depends upon the change in temperature and the coefficient of thermal expansion o f concrete. The coefficient of thermal expansion of concrete is influenced largely by the coefficient of thermal expansion of the aggregates since the aggregate occupies 70-80% of the volume of the concrete.

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BENEFITS OF USING STEEL FIBRES IN CONCRETE

The Constructor

The benefits of using steel fibres in concrete are as follows: 1. Steel Fibres are generally distributed throughout a given cross section whereas reinforcing bars or wires are placed only where required 2. Steel fibres are relatively short and closely spaced as compared with countinuous reinforcing bars of wires.

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TYPES OF CRACKS IN REINFORCED CONCRETE SLABS

The Constructor

Cracks in reinforced concrete columns due to Steel Corrosion (cracks parallel to steel bars) 2. Cracks in reinforced concrete columns due to shrinkage of concrete 3. Cracks in reinforced concrete columns due to increased load on the slab 4. Cracks in reinforced concrete columns due to sulphate attack 5.

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REDUCING DRYING SHRINKAGE IN CONCRETE

The Constructor

This type of shrinkage is caused by the loss of moisture from the cement paste constituent, which can shrink by as much as 1% per unit length. Unfortunately, aggregate provides internal restraint that reduces the magnitude of this volume change to about 0.05%.

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