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Shear connections are used to connect beams to columns and transfer shear forces while allowing beam rotation. Double-angle and unstiffened seated connections are common shear connections. Moment connections provide a rigid connection between beams and columns to transfer bending moments. Flange-plated and extended end-plate connections are examples of fully restrained moment connections. Economical connections use bolting over welding where possible, have uniform designs, avoid overhead welding, provide cl

Author

Shams Abbas Naqvi

Language

EN