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14 resultados

Horizontal beam-column-brace gusset (AISC)

Prying and high tension force in bolts

Member analysis - Interpretation of MNA and GMNIA results

Stress in plates higher than the yield strength

CBFEM - how it works, code compliance, validation and verification

How to change analysis type

Stop at limit strain

Why is 5% strain limit used in material diagram for AISC?

Why is 5% plastic strain limit used in material diagram for EN?

Fatigue analysis: nominal stress

Master your connections - Shear Connections

Marquesina del aeropuerto metropolitano de las Montañas Rocosas

Glass roof topping, Amsterdam, Netherlands

Base connection for a tension membrane structure - Dubai, UAE