شرح Deflection Limits ومتى نستخدم L/240 و L/480؟ | شرح كتاب الترخيم (02)

00:00 Relative Deflection Limits as per ACI 318 Code 06:14 Requirements According to ACI 318-25 08:45 Classification of Non-Structural Elements (Sensitive vs Insensitive to Large Deflection) 09:30 Floor Finishes – L/240 Limit & Definition of L • Beams • One-Way Slabs • Cantilever • Two-Way & Flat Slabs (IBC 2018 – ASCE 7-16 – ACI 435R) 12:06 Differential Deflection Measuring Deflection from Deflected Ends 14:04 Brittle vs Non-Brittle Partitions L/240 vs L/480 – Checking Critical Directions 16:00 Are Concrete Block Partitions Brittle? 18:01 Practical Means to Protect Partitions from Cracking Make the Partition Independent of the Structure 21:21 Masonry Wall Reinforcement + DPC Layer