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HAHPTON DISTRIBUTION CENTER <br /> <br />Authorized Willamette Indu~trie~ Salem Reprementative <br /> <br /> PROJECT : GHZGLIERI RESIDENCE JOB NO.: 215 <br /> DESIGNER: JMA DATE: 4/4/94 SHEET: <br /> <br />MARK F2 STRUCJOIST AT MAIN FLOOR <br /> PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) <br /> Wi = 67 PLF DL = 10 PSF LL = 40 PSF TR~B= 16 IN <br /> <br />REACTION = 650 LBS <br /> DEFLECTIONS <br /> <br /> MOMENT = 3169 FT-LBS <br />LL = 0.39" = L/ 603 <br /> <br />REACTION = 650 LBS <br />TL = 0.48" = L/ 483 <br /> <br />USE 11.875 INCH SJ-35(2.2E LVL) @ 16 ~N O/C WITH GLUED SHEATHING <br /> <br /> ( 100~ LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND <br /> ( 4~ REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) <br /> ALLOWABLE SHEAR : 1420~ E1X 10^6 = 500 <br /> ALLOWABLE MOMENT = 6040'~ K X 10^6 = 6.18 <br />HIM END BEARING LENGTH = 1.75 in. <br />MAX END REACTION = 650(Ra = 1250) <br />CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE <br /> <br />MOMENT) <br /> <br />This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSH£[T. <br /> <br /> <br />