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HAMPTON DISTRIBUTION CENTER <br /> <br />Authorized Willamette Industries Sales Representative <br /> <br /> PROJECT : GHIGLIERI RESIDENCE JOB NO~: 225 <br /> DESIGNER: JMA DATE: 4/4/94 SHEET: <br /> <br />HARK IJC~ IJC\GLULAM AT UPPER FLOOR <br /> PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) <br /> <br />Wi = 125 PLF DL = 2S RLF <br />W2 = 230 PLF DL = 50 PLF <br />W3 = 125 PLF DL = 25 PLF <br /> ~(ll.?5') <br /> <br />~1(4' ) <br /> <br />LL = lO0 PLF <br />LL = ~80 PLF <br />LL = ~00 PLF <br /> <br />1851# <br /> <br />? <br /> <br />1851# <br /> <br />DEFLECTIONS <br /> <br />LL = 0.61" = L/ 390 <br /> <br />TL = 0.78" = L/ 306 <br /> <br /> x~x USE 3.5 x 11.875 INCH Bohemia IJC(26P-V4 SP/SP) ~* <br /> <br />( 100~ LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) <br /> <br /> ALLOWABLE SHEAR = 5540¢ EI <br /> ALLOWABLE MOMENT = 17820'¢ <br />M~N END BE~RIN6 LEN6TH = 1.5 in. <br />CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDSE <br /> <br />X 10^6 = 928 <br /> <br />This calculation is valid only for the loads and 8pane noted, subject [o notes on the a%[ached [WPCALC COVERSHEEI. <br /> <br /> <br />