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1291 resultate

Base plate with cruciform shear lug

Verification study: Shear connections with coped beams (AISC)

Haunched prestressed roof girder

Warping of members – Load in shear center

Bolts and preloaded bolts connections

Deep beam

Coupling beam

Known limitations for Robot Structural Analysis

Circular column (Second order Effects)

Design of prestressed composite cross-section in RCS

Pre-tensioned composite section

Box girder bridge section

Deep beam with a large opening

Beam with opening