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Driving life mining virus killing tool

Publish: 2021-05-29 18:14:50
1.

RA=RG= 0.4ql+1.35P ;

RC=RD=1.1ql+2.15P

calculation of support reaction force: static equilibrium can be used for simply supported beams, that is, the equation ∑ f = 0 in the vertical direction, and ∑ M = 0 for hinge joints, and force method or displacement method should be used for statically indeterminate continuous beams and rigid frames. The calculated vertical force is fulcrum reaction, and the specific calculation of each support reaction is the calculated fulcrum vertical force divided by the number of supports


extended data:

static calculation method is to calculate the foundation reaction under column load, and then directly calculate the internal force of each section under column force and net foundation reaction. Relatively speaking, the calculation is simpler than the inverted beam method. The essence of statically determinate analysis method is to treat the foundation beam as an independent beam with great stiffness, ignoring the joint work of the upper structure and the lower foundation, and ignoring the connection between the upper columns

the inverted beam method regards the stiffness of column and superstructure as infinity on the premise that the foundation beam has enough stiffness, which exaggerates the binding force of column on the foundation beam

The static determinate analysis law ignores the binding force of columns and superstructure on the foundation beam. In practical engineering, the superstructure is mostly between the two. Therefore, in the calculation, if the upper stiffness is considered to be larger, the inverted beam method should be used

When the upper stiffness is small, the static analysis method should be used; When the stiffness is medium, these two methods can be used for analysis and adjustment. If necessary, we can also draw the internal force envelope diagram from the two results. Of course, the safety is higher

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9. Unknown_Error
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