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This document summarizes the design of a composite concrete-steel element with an axial load of 500 kips (tension) and factored moments of 600 and 200 ft-kips. Key details include concrete strength of 5 ksi, #8 rebar at 8 bars with 3.25 in cover, W16x67 steel shape, and 30 in diameter. Analysis shows the element has adequate capacity for all factored loads based on AISC 360 and ACI 318 code requirements for flexure, axial, and shear strength. Reinforcement and steel requirements are satisfied. The design is

Author

jklo12

Language

EN