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System
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Option 1: Joint Effect via Common Nodes by Means of Member Eccentricity
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Option 2: Bonding Effect via Coupling Members
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Activate "Results for Couplings"
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Variants 1 and 2: Display of Bending Moments My in Steel Beam
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Option 3: Display of Bending Moments My in Composite Cross-section
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Deflection of Three Variants
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Display of Longitudinal Shear Force VL
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Shear Force of First Rigid Member from Support Edge