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Equivalent Frame Method for Slab Design by wieirra is a document available to read on EtoBox.

This document discusses the equivalent frame method for analyzing two-way slab systems supported by beams. Key points: - Special reinforcement is required at exterior slab corners if the ratio of long to short span is greater than 1. - The equivalent frame method models the slab-beam system as an equivalent rigid frame and analyzes it elastically to determine moments. - Properties like moment of inertia vary along the frame and are calculated accordingly. - Stiffness, carryover factors, and fixed end

Author

wieirra

Language

EN