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Construction of confined masonry over frame structure
abbaskhan2294 reacted to Ayesha for a topic
This will help. https://www.sepakistan.com/topic/2182-confined-masonry-guidelines-pakistan/1 point -
Stiffness Modifiers
Abdullah Cheema reacted to Badar (BAZ) for a topic
The beam is a flexural member, and the column is an axial+flexural member. So, the beam will experience more cracking than columns. These numbers are deduced from experimental results ( read the commentary of ACI section 10.10.4.1).1 point
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