Calculation method of bending stiffness of prefabricated reinforced concrete floor in construction stage
The invention discloses a calculation method of the bending stiffness of a prefabricated reinforced concrete floor in a construction stage. The calculation method comprises the steps of setting a constant load value SG and a live load value SQ shared by reinforced concrete slabs in the prefabricated...
Saved in:
Main Authors | , , , , |
---|---|
Format | Patent |
Language | Chinese English |
Published |
06.02.2018
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Summary: | The invention discloses a calculation method of the bending stiffness of a prefabricated reinforced concrete floor in a construction stage. The calculation method comprises the steps of setting a constant load value SG and a live load value SQ shared by reinforced concrete slabs in the prefabricated reinforced concrete floor, calculating a bending moment value M1 and a short-term bending stiffnessK1 shared by the reinforced concrete slabs, calculating a bending stiffness K2 of a reinforced truss on the prefabricated reinforced concrete floor during an elastic phase, calculating a bending moment value M2 of the reinforced truss according to the K2, wherein the total bending moment M of the prefabricated reinforced concrete floor satisfies M=M1+M2, and the total bending stiffness of the prefabricated reinforced concrete slabs satisfies K=K1+K2 under the effect of M, and continuously adjusting the values of SG and SQ until the value of M equals to the target total value M. Then the total bending stiffness value |
---|---|
Bibliography: | Application Number: CN20171762807 |