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At present, design rules are only concerned with critical and ultimate load capacity limit states.
Results of ultimate load capacity as well as structural responses from these girders are provided.
Depending on the CFRP strengthening scheme used, the ultimate load capacity was increased by (27 52)%.
Analytical predictions of ultimate load capacity for different beams confirmed experimentally obtained results.
Nuclear safety regulations in India require assessment of containment structure for Ultimate Load Capacity (ULC) for internal pressure.
This paper is concerned with the ultimate load capacity of perforated cold-formed steel channel stub columns.
Particular emphasis is given to the influence of the transverse stiffening on the ultimate load capacity of the girders.
The mathematical model for calculating ultimate load capacity of thin-walled steel I-girder under the patch load is proposed.
No significant difference in the ultimate load capacity was exhibited in beams designed with lower degrees of shear connection.
In addition, experimental and numerical values of ultimate load capacity are compared with those predicted by EN1993-1 5.
Presently, the formulation provided in EN1993-1-5 ultimateimates the uloadate load capacity of girders presenting such geometrical proportion.
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