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The load capacities and failure modes were examined.
These springs are particularly useful in applications requiring high load capacities and stiffnesses.
Film thicknesses and load capacities therefore are much lower with a gas such as air (see Table 1).
Finally, the experimental load capacities are compared with that suggested by North American design codes.
The vertical load capacities were investigated for both under-fire and post-fire scenarios.
The results show significantly higher load capacities compared to the results of the first test series.
Hence, use of existing code equation leads to overestimation of concentric load capacities.
The load capacities obtained from the resistance equations and finite element analysis were all found to be conservative.
The load capacities predicted for near-optimal designs have been validated by conducting selected finite element calculations.
Evaluation of National Building Code of Canada (NBC) for load capacities of channel shear connectors in HSC is also covered.
It is demonstrated that specimens with larger slenderness ratios or eccentricities have lower ultimate load capacities, as expected.
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