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DESIGNED BY: ATB DATE: <br />CHECKED BY: DATE: <br />CLIENT: ADG <br />JOB TITLE: Floor & Decor Canopy - Santa Ana, CA <br />General Calculation Notes: <br />Strength Check: <br />Example Inputs: <br />Design Strength - ≔SDsgn 5 <br />Demand Load - ≔LDmd.OK 3 <br />Demand Load - ≔LDmd.NG 7 <br />Design Strength exceeds Demand Loading - =>SDsgn LDmd.OK 1 O.K. <br />Design Strength lower than Demand Loading - =>SDsgn LDmd.NG 0 N.G. <br />Summary: If the output = 1, design is adquate. <br />Modeling Inputs -Transfer to other Program: <br />Loading Input transfer (yellow highlight) -Load <br />Geometry Input transfer (blue highlight) -Geometry <br />Typical Inputs: <br />Area of #5 Rebar -≔No5 0.31 in 2 <br />Area of #6 Rebar -≔No6 0.44 in 2 <br />Yield Stress of Steel -≔Fy 36 ksi <br />ASD Reduction factors -≔Ω1 1.67 ≔Ω2 2.0 ≔ϕW 0.6 ≔ϕE 0.7 <br />Unit weight of concrete -≔γconc 150 pcf <br />Strength of Concrete -≔f'c 3000 ksi <br />Information used for drawing development: <br />Specific callouts in drawing set (bold/underline)Use this element for the project <br />Specific loading in drawing set (gray highlight)≔Load 11.11 kip <br />JOB NO: 7202 <br />12 of 42 <br />1801 E Dyer Rd <br />3/11/2025