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HAMPTON BISTRIBUTION CENTER <br /> <br />Authorized willamette Industrie~ Sales Representative <br /> <br /> PROJECT : GHZGLZERI RESIDENCE JOB NO.: 215 <br /> DESIGNER; JMA DATE; 4/4/94 SHEET: <br /> <br />MARK IJC1 ZJCXGLULAM AT MAIN FLOOR <br /> PRODUCT LOADING (W~TB TOTAL LOAD, SHEAR AND MOMENT D~AGRAMS) <br /> W1 = ~10 PLF DL = 130 PLF LL = 480 PLF <br /> <br />5533~ <br /> <br />~i(29' ) <br /> <br /> 5533,~ <br /> <br />MAXIMUM SHEAR, MOMENT AND DEFL <br /> DESIGN SHEAR <br /> NEGATIVE MOMENT <br /> POSITIVE MOMENT = <br /> SPAN ONE DEFL (MAX DOWN) <br /> SPAN TWO DEFL (MAX DOWN) <br /> <br />(- INDICATES UP) DUE TO UNBALANCED LIVE LOADS; <br /> 4930 ih8 (RIGHT ENO OF SPAN ONE) <br />-16112 fl-lbs (LEFT END OF SPAN TWO) <br /> 11~34 fi-ihs (SPAN ONE) <br />LL = 0.23" = L/ 756 TL = 0,27" = L/ 655 <br />LL = 0,23" = L/ 756 TL = 0.27" = L/ 655 <br /> <br />USE B.S x il.875 INCH Bohemia IJC(26F-V4 SP/SP) x** <br /> <br />( 100~ LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT} <br /> <br /> ALLOWABLE SHEAR = 8710~ E1X 10^6 = 1458 <br /> ALLOW POS MOMENT = 280~0'~ ALLOW NEG MOMENT = 27890'# <br />MIN END BEARING LENGTH = 1.5 in. MIN CONTINUOUS BEARING LENGTH = 3.56 <br />CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE <br /> <br />This calculation is valid only for the loads and spans noted, nubject to notes on the attached 6WPCALC COVERSHEET. <br /> <br /> <br />