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Effective length
design
lateral
moment
mwfrs
RAM
RAM Column
RAM Frame
RAM SS
sidesway
Wind
Unbraced Length of Lateral Columns in RAM SS
Ayush Atriwal
How shall we assign the unbraced length of lateral columns in a building with a mix of lateral and gravity columns supporting a flat slab? The building does have shear walls as well as a part of MWFRS. I know for gravity columns, it will be safe to…
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over 4 years ago
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