1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan

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Job : C23F6009A Samueli Academy - BP-CP1 NUCOR BUILDINGS GROUP Date: 05-30-23 Page: 1 Frame: FL1-FL7 By : BG\Alaa.Al-Sammari File: F01 *** DESIGN SUMMARY REPORT *** ------------------------------------------------------------------------------------------------------------------------------------ Built Up Rafter - RAF01 T/L B/R T/L B/R Max ------------- SHEAR -------------- Flange Flange Web Load Axial Axial Moment Bend Bend Unity Load Force Shear Flow (k/in) Section Mat'l Mat'l Mat'l Comb Loc Kips Ratio Ft-kip Ratio Ratio Check Comb Loc Kips Ratio T/L B/R ------------------------------------------------------------------------------------------------------------------------------------ 1 F8.50 F8.50 W188 41 4 0.6 0.00 -46.4 0.19 0.19 0.19 41 4 -6.19 0.15 0.38 0.38 2 F8.50 F8.50 W188 3 7 1.0 0.00 -94.4 0.31 0.37 0.36 3 6b -10.63 0.26 0.43 0.43 3 F8.50 F8.50 W188 44 8 -0.8 0.00 -8.1 0.03 0.03 0.03 4 9 2.93 0.07 0.18 0.18 4 F8.50 F8.50 W188 9 10 0.1 0.00 -0.2 0.00 0.00 0.00 10 10 0.14 0.00 0.01 0.01 Chkpt 1 4 5 7 8 9 10 11 Depth 9.00 19.20 24.00 15.15 9.00 Section | 1 | 2 | 3 | 4 | ------------------------------------------------------------------------------------------------------------------------------------ | width thick Fy | width thick Fy | width thick Fy | width thick Fy | ------------------------------------------------------------------------------------------------------------------------------------ T/L Flg | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | Web | 0.1875 55.00 | 0.1875 55.00 | 0.1875 55.00 | 0.1875 55.00 | B/R Flg | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | 8.0 0.5000 55.00 | ------------------------------------------------------------------------------------------------------------------------------------ Built Up Column - COL01 T/L B/R T/L B/R Max ------------- SHEAR -------------- Flange Flange Web Load Axial Axial Moment Bend Bend Unity Load Force Shear Flow (k/in) Section Mat'l Mat'l Mat'l Comb Loc Kips Ratio Ft-kip Ratio Ratio Check Comb Loc Kips Ratio T/L B/R ------------------------------------------------------------------------------------------------------------------------------------ 1 F5.25 F5.25 W150 46 13 0.0 0.00 -0.0 0.00 0.00 0.00 41 13 -0.00 0.00 0.00 0.00 Chkpt 12 13 Depth 12.50 12.50 Section | 1 | ------------------------------------------------------------------------------------------------------------------------------------ | width thick Fy | ------------------------------------------------------------------------------------------------------------------------------------ T/L Flg | 5.0 0.2500 55.00 | Web | 0.1500 55.00 | B/R Flg | 5.0 0.2500 55.00 | ------------------------------------------------------------------------------------------------------------------------------------ Built Up Column - COL02 T/L B/R T/L B/R Max ------------- SHEAR -------------- Flange Flange Web Load Axial Axial Moment Bend Bend Unity Load Force Shear Flow (k/in) Section Mat'l Mat'l Mat'l Comb Loc Kips Ratio Ft-kip Ratio Ratio Check Comb Loc Kips Ratio T/L B/R ------------------------------------------------------------------------------------------------------------------------------------ 1 F12.63 F12.63 W188 45 14 -6.3 0.01 101.2 0.30 0.29 0.31 45 14 -5.38 0.13 0.33 0.33 Chkpt 14 19 Depth 16.00 16.00 Section | 1 | ------------------------------------------------------------------------------------------------------------------------------------ | width thick Fy | ------------------------------------------------------------------------------------------------------------------------------------ T/L Flg | 12.0 0.6250 55.00 | Web | 0.1875 55.00 | B/R Flg | 12.0 0.6250 55.00 | ------------------------------------------------------------------------------------------------------------------------------------ Built Up Column - COL03 T/L B/R T/L B/R Max ------------- SHEAR -------------- Flange Flange Web Load Axial Axial Moment Bend Bend Unity Load Force Shear Flow (k/in) Section Mat'l Mat'l Mat'l Comb Loc Kips Ratio Ft-kip Ratio Ratio Check Comb Loc Kips Ratio T/L B/R ------------------------------------------------------------------------------------------------------------------------------------ 1 F5.25 F5.25 W150 46 21 0.0 0.00 -0.0 0.00 0.00 0.00 47 21 -0.00 0.00 0.00 0.00 Chkpt 20 21 Depth 12.50 12.50 Section | 1 | ------------------------------------------------------------------------------------------------------------------------------------ | width thick Fy | ------------------------------------------------------------------------------------------------------------------------------------ T/L Flg | 5.0 0.2500 55.00 | Web | 0.1500 55.00 | B/R Flg | 5.0 0.2500 55.00 | ------------------------------------------------------------------------------------------------------------------------------------ Frame Weight (lbs) = 1538 Deflections (in): 10 yr Wind dx = 0.14 = H/ 108 WIND CASE 2 TO RIGHT Seismic dx = 0.30 = H/ 51 SEISMIC TO RIGHT Story Drift = 0.38 = 0.025H SEISMIC TO RIGHT Stability Coefficient = 0.01 1.15SW+1.15RDL+0.91EQL Stability Ratio = 0.06 1.15SW+1.15RDL+0.91EQL Fundamental Period = 0.1700 Single Story Period Maximum dx = -0.59 = H/ 26 SW+RDL+RL1 Maximum dy = -1.64 = L/ 123 @ MOD 1, SW+RDL+RL1 Max. Live dy = -1.04 = L/ 193 @ MOD 1, LIVE ON LEFT AND RIGHT 149 1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E 4/11/2024