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Project Name:Samueli Academy-Bldg A Engineer:Elie Sayegh, PE <br />Project No.:1074220072 Date: <br />Member:18 Gauge PLB 36 <br />Wt:3 psf <br />Fy:50 ksi <br />Sy+:0.314 in3/ft <br />Sy-:0.331 in3/ft <br />Section Width:3 ft <br />Allowable Ma+:1.963 k-ft/ft divided by omega of 2.0 <br />Allowable Ma-:2.069 k-ft/ft divided by omega of 2.0 <br />Allowable Va:2.001 k <br />Maximum Moment Case E.1:0.685 k-ft see proceeding caclulation E.1 <br />1/10/2023 <br />D. Metal Roof, Framing, & Attachment <br />Metal Roof <br />DCR:35% <br />Maximum Shear Case E.2:0.473 k see proceeding caclulation E.2 <br />DCR:24% <br />Member:Steel Girders (W14x22) <br />Spacing:86 ft o.c. <br />Span:16 ft <br />Roof Live Load:20 psf <br />Area Tributary: 1376 ft2 <br />KLL:2 Interior Beams (ASCE 7-16, Table 4.7-1) <br />Reduced Live Load:10.7 > than 6.0 PSF, therefore member ok by live load replacement. <br />Member Check:Ok <br />Member:Steel Girders (W16x26) <br />Spacing:16 ft o.c. <br />Span:29 ft <br />Roof Live Load:20 psf <br />Area Tributary: 464 ft2 <br />KLL:2 Interior Beams (ASCE 7-16, Table 4.7-1) <br />Reduced Live Load:14.8 > than 6.0 PSF, therefore member ok by live load replacement. <br />Member Check:Ok <br />Girders <br />Steel Beams span 29' between girders and are spaced at 16' o.c. <br />Purlins <br />Steel Beams span 29' between girders and are spaced at 16' o.c. <br />P- 15 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024