1, the bearing capacity of the scaffold shall, according to the requirement of the probability limit state design method adopts subentry coefficient design expression.
Can only for design and calculation of the following: 1 * longitudinal and transverse horizontal bar (
The size of the bar)
The strength calculation and deflection calculation of flexural member;
2 * fastener against sliding bearing capacity calculation;
3 * poling stability calculation;
4 * even the wall is a strength, stability, and the connection strength calculation;
5 * poling foundation bearing capacity calculation.
2, when calculating the strength, stability and connection strength of component, should adopt the basic load effect combination of the design value.
3, frame of flexural member, still should according to the requirement of the serviceability limit state calculation of shape.
When calculating the deformation of components, should adopt the design value of load combination of short-term effects.
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