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The document summarizes a lateral drift compatibility analysis using finite element modeling. Key inputs include story heights of 14 and 16 feet, axial loads of 20 kips PDL and 18 kips PLL, and an expected story drift of 4.2 inches. The analysis determines joint deflections and design forces for a vertical member with a cross section of 17.6 square inches and material properties. It finds the maximum joint deflection of 4.2 inches at joint N3 and design forces of 33.09 kips for shear, 0 kips for axial load,

Author

jorge01

Language

EN