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20 resultate

Claw angle on WF moment connection (AISC)

Horizontal beam-column-brace gusset (AISC)

Prying and high tension force in bolts

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

Member analysis - Interpretation of MNA and GMNIA results

How to change analysis type

Stop at limit strain

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

Stress in plates higher than the yield strength

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

Fatigue analysis: nominal stress

Key features of the CBFEM analysis

How to visually check the joint model works correctly

General composite cross-section check of design in editor

Deep understanding of EC weld results

Can I find match in weld stress to my hand calculations?

Rocky Mountain Metropolitan Airport drive-through canopy

Base connection for a tension membrane structure - Dubai, UAE

Glass roof topping

Achieving sheet pile stability in bridge construction in Poland