Sentence examples for flange load from inspiring English sources

In the proposed connection, the SFRCC slab is designed as an exterior diaphragm to transfer the beam flange load to the column face.

This paper presents the details of the experimental and numerical web crippling studies of SupaCee sections under two flange load cases and the results.

Hence an experimental study involving 36 web crippling tests was first undertaken to investigate the web crippling behaviour and strengths of SupaCee sections under two flange load cases with their flanges unfastened to the supports.

Comparison of the models predictions with experimental and FE data shows that the proposed models accurately predict the connection and the column flange load-deformation response.

Research of wheel pair was conducted using simulation of wheel flange loaded conditions.

For beams with bottom flange loading and unrestrained bottom flanges, the reductions in the elastic buckling resistance were greater for beams with stocky flanges than for slender flanges.

For beams with bottom flange loading and unrestrained bottom flanges, there were very significant reductions in these ratios, but they increased when rigid web stiffeners or top flange torsional restraints were provided at the supports.

It is noted that no cold-formed stainless steel standard provides capacity reduction factors for any end-two-flange load case.

The tests were performed under end and interior two-flange loading conditions specified in the North American Specification and Australian/New Zealand Standard for cold-formed steel structures, namely end-two-flange and interior-two-flange loading conditions.

Consequently, nine specimens were tested to collect data on V-core panels subjected to end one-flange loading.

Test results allowed for the formulation of a modification factor to the end-one-flange loading condition based.