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Wind and Seismic Load Analysis for CMU Wall by Ciprian Stelea is a document available to read on EtoBox.

What is Wind and Seismic Load Analysis for CMU Wall about?

This document provides wind and seismic load calculations for an 8-inch concrete masonry unit (CMU) wall with a 6-inch stone veneer. The wind load is calculated to be 13.78 pounds per square foot (psf) based on a basic wind speed of 70 miles per hour and exposure category C. The seismic load is calculated to be 36.61 psf based on equations from the California Building Code that consider factors like the wall

Author

Ciprian Stelea

Language

EN