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NUCOR BUILDINGS GROUP <br /> Job # : C23F6009A <br /> Job Name : Samueli Academy - BP-CP1 <br /> Frame : FL1-FL7 <br /> Date : 5/30/2023 <br /> Designer : BG\Alaa.Al-Sammari <br /> File : F01.nfr <br /> App Version : 1.7.91.0 <br /> ----------------------------------------- <br /> F R A M E D E S C R I P T I O N <br /> ----------------------------------------- <br /> Frame type : RMS <br /> Frame width : 22.50 Ft. <br /> Bay width : 34.00 Ft. <br /> LEFT RIGHT <br /> Dim to ridge : 22.50 Ft. 0.00 Ft. <br /> Roof slope : 1.57/12 0.00/12 <br /> Eave height : 12.60 Ft. 15.54 Ft. <br /> Girt offset : 0.00 In. 0.00 In. Typ. Girt spacing : 6.00 Ft. <br /> Purlin offset : 9.50 In. 9.50 In. Typ. Purlin spacing: 5.00 Ft. <br /> Col. spacing : 17.3000,5.2000 <br /> Supports / Spring Constants <br /> COL01 - <br /> COL02 - Bottom V H R <br /> COL03 - <br /> Column Bracing: <br /> WP1 Girt Brace : <br /> Flange Brace : <br /> Location (ft): <br /> WP2 Girt Brace : <br /> Flange Brace : <br /> Location (ft): <br /> Other Braces: <br /> Column : <br /> Left Brace : <br /> Right Brace : <br /> Location (ft): <br /> ----------------------------------------- <br /> L O A D I N G C O N D I T I O N S <br /> ----------------------------------------- <br /> Building Code & Year : IBC2021 <br /> Risk Category : II-Standard Buildings <br /> AISC Specification : 2016 ASD <br /> L O A D S (Psf) <br /> Roof Dead load : 5.00 <br /> Roof Coll load : 0.00 <br /> Roof Live load : 12.00 <br /> Roof Snow load : 0.00 <br /> Floor dead load : 0.00 <br /> Floor live load : 0.00 <br /> Ground Snow load: 0.00 Ce = 1.00 <br /> Ss = 1.329 S1 = 0.473 Seismic Design Category = D Site Class = D <br /> R = 1.25 Cd = 1.25 Sds = 1.063 Sd1 = 0.576 rho = 1.30 omega = 1.250 <br /> Is Building Irregular = False <br /> Roof Seismic Factor : 0.851 PSF <br /> Floor Seismic Factor : 0.851 PSF <br /> Wind speed : 95.00 Mph Exp. : B <br /> Wind pressure : 11.39 Psf <br /> Building is Open Flow Condition = Unknown Surface Area of Frame = 48.2 ft2 <br /> Wind pressure coefficients Is End Bay? False <br /> C1 C2E C2 C3 C3E C4 <br /> W1R 0.750 1.020 0.255 1.020 0.255 -0.750 <br /> W1L -0.750 0.255 1.020 0.255 1.020 0.750 <br /> W2R 0.750 -0.935 -0.085 -0.935 -0.085 -0.750 <br /> W2L -0.750 -0.085 -0.935 -0.085 -0.935 0.750 <br /> W3R 0.750 -0.425 -1.020 -0.425 -1.020 -0.750 <br /> W3L -0.750 -1.020 -0.425 -1.020 -0.425 0.750 <br /> W4R 0.750 -0.935 -0.510 -0.935 -0.510 -0.750 <br /> W4L -0.750 -0.510 -0.935 -0.510 -0.935 0.750 <br /> W5B -0.750 0.000 -0.510 -0.510 0.000 -0.750 <br /> W6B -0.750 0.000 0.425 0.425 0.000 -0.750 <br /> W7B -0.750 0.000 -0.765 -0.765 0.000 -0.750 <br /> Tributary Widths <br /> Panel Trib. Width (ft) <br /> WP1 34.00 <br /> WP2 34.00 <br /> RP1 34.00 <br /> ----------------------------------------- <br /> P R O G R A M - A P P L I E D L O A D S <br /> ----------------------------------------- <br /> Panel Loads <br /> ----------------------------------------- <br />146 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024