(1) When calculating with a computer program, the name, code, version and compilation unit of the computer program shall be indicated. Computer programs must be effectively checked (or evaluated), and computer results should be recognized through analysis.
(2) The computer calculation book of concrete structure should include: overall information input, structural schematic diagram, load schematic diagram, reinforcement schematic diagram, internal force schematic diagram of wall and column bottom section and D+L calculation result schematic diagram, floor lateral stiffness ratio, gravity second-order effect checking calculation, structural overall stability checking calculation, floor shear bearing capacity ratio, period-to-period ratio, earthquake action mode shape, floor seismic shear coefficient, frame-shear wall structure and frame-tube structure bearing part.
(3) Load calculation that cannot be completed by computer programs such as building decoration load. Calculation of deflection and maximum crack width of long-span beam and plate members, and calculation of some stressed members that computer programs can't complete. Supplementary component calculation, should provide component layout and calculation diagram, and indicate the source of calculation diagram or not commonly used formula.
(4) Foundation bearing capacity calculation, foundation deformation calculation (when required by the code) and foundation calculation (including bending calculation, shearing calculation, civil air defense structure calculation, seismic calculation required by the code and anti-floating calculation when necessary).
(5) For complex structures (including structures with transfer stories, structures with strengthened stories, staggered floors, multi-tower structures, conjoined structures, medium and large theaters, stadiums, etc.). ), at least two calculation books of different mechanical model programs shall be provided.
(6) For the special irregular buildings, Class A buildings and high-rise buildings within the height range listed in the Seismic Code GB500 1 1, time history analysis and calculation books should be supplemented. The structures listed in the seismic code should be checked for elastic-plastic deformation under rare earthquakes.
(7) In high-rise buildings, the connectors of transfer floor, strengthening floor and conjoined structure, etc. It should be supplemented by finite element analysis and calculation of local structures.
(8) All structural calculation sheets shall be inspected, and the cover of the calculation sheet shall be signed by the designer, proofreader and reviewer. All calculations should be bound into a book.
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