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The concept of prestressing steel bar stress and corresponding resultant force Npo is established when the normal stress of the concrete is zero at the point of prestressing reinforcement, so that the calculation and coordination of the prestressed concrete and the reinforced concrete structure are coordinated. The calculation of the prestressed concrete and the reinforced concrete structure are put in the same formula. The content of the torsion and the width of the crack of the prestressed concrete member are increased, and the calculation method of the shear calculation and the stiffness is improved. The prestress loss value is adjusted and the tension control stress of the high-strength steel wire is improved. The fatigue calculation of prestressed concrete members has also been greatly modified. Double Steel Roller - Road Machinery Equipment Manufacturers - Doan Machinery
In addition, the GBJ10-89 specification modified the calculation method of the long column eccentricity increase coefficient based on the cross-sectional limit curvature of the TJ10-74 specification, and increased the stress of the steel wire in the prestressed concrete flexural members considering the configuration of high-strength steel wire Into the enhanced section of the bearing capacity of the positive section to improve the calculation formula, which can save steel.
normal use limit state
For those members that do not require cracks, the formulas for calculating the tensile stress are not given under the combination of short-term effects of loads. For those members that do not require cracks, there is no tensile stress under long-term effects. Short-term effect of the combination of tensile stress but does not exceed the allowable value of the calculation formula.
The equivalent stress of the prestressed concrete members is equivalent to the stress of the tensioned reinforcement when calculating the crack width of the reinforced concrete members. The equivalent stress of the prestressed concrete is replaced by the equivalent stress of the reinforced concrete Component crack width formula, that can calculate the crack width of prestressed concrete members.
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