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The two basic requirements for seismic design are high stiffness at working load level and large ductility at severe over loadings.
The working load for this particular operation is expected to be stressful and highly skilled orientated.
Piles in group are designed of similar length, diameter and working load.
Performance-based design demands accurate prediction of soil deformation under a working load condition.
Elastic solutions based on the Winkler foundation model are widely used to design laterally loaded piles at working load.
Instead of monitoring the machine under constant working load, FCFT introduces a new testing method which obtains data during the transient periods of different working loads.
It was also found that the restressing technique allows for increasing the working load of the composite tendon by successive restressing.
It is proven that laterally loaded piles embedded in sand can be analyzed within the working load range assuming a linear relationship between lateral load and lateral displacement.
However, under practical working conditions, the events of changing operational conditions and working load may influence temperature and mass flow rate variations to the heat exchangers.
After having been prestressed, most of the structural members become tension member under working load so that smaller cross-section is enough to resist the loading.
The analysis of tension-loaded joints focuses on the proper use and determination of joint preloading as compared to the fastener's working load.
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