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21 resultate

Prying and high tension force in bolts

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

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 get started with API - Optimize components in a joint 04

Advanced analysis types for your steel structures

Load effects displayed in the scene

How to change analysis type

Stop at limit strain

Jacket-to-Tower Connection

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

Fatigue analysis: nominal stress

Master your connections - Shear Connections

Rocky Mountain Metropolitan Airport drive-through canopy

Base connection for a tension membrane structure - Dubai, UAE

Glass roof topping

Seismic-resistant steel support for generators in Bucharest

Precision pipe connections for landmark pergola in Vienna

Independent calculations for UK motorway cantilever signage structure

Connection optimization at the Dubai Expo COEX