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HAMPTON DISTRiBUTiON CENTER <br /> <br />Authorized Willamette Industries Sales Representative <br /> <br /> PROJECT : GHIGLIERI RESIDENCE JOB NO.: 215 <br /> DESIGNER: 3MA DATE: 4/4/94 SHEET: <br /> <br />MARK F1 STRUCJOIST AT MAIN FLOOR <br /> PRODUCT LOADING (WITH TOTAL LOAD, SHEAR AND MOMENT DIAGRAMS) <br /> Wi = 67 PLF DL = 10 PSF LL = 40 PSF TRIB= 1S IN <br /> <br /> 49~# <br /> <br />653' # <br /> <br />-i157' # <br /> <br />MAXIMUM SHEAR, MOMENT AND DEFL (- INDICATES UP) DUE TO UNBALANCED LIVE LOADS: <br /> DESIGN SHEAR = 424 lbs (RIGHT END OF SPAN ONE) <br /> NEGATIVE MOMENT = -1156 ft-lb8 (LEFT END OF SPAN TWO) <br /> POSITIVE MOMENT = 838 ft-lb~ (SPAN ONE) <br /> SPAN ONE DEFL (MAX DOWN) LL 0.06" = L/2342 TL = 0.07" = L/2005 <br /> SPAN TWO DEFL (MAX DOWN) LL = 0.06" L/2342 TL = 0,07" = L/2005 <br /> <br />USE li.875 INCH SJ-15(2.2E LVL) @ 16 IN O/C WITH GLUED SHEATHING <br /> <br /> ( iO0~ LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) <br /> ( 4~ REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) <br /> ALLOWABLE SHEAR i420~ EI X 10^6 = 350 <br /> ALLOW POS MOMENT 3860'¢ K X 10^6 = 6.18 <br /> ALLOW MEG MOMENT = 3860'~ <br />MIN END 8EARING LENGTH = 1.75 in. MIN CONTINUOUS BEARING LENGTH = 3.5 in. <br />MAX END REACTION = 332(Ra = 975) MAX ~NT REACTION = 980(Ra = i950) <br />CONTINUOUS LATERAL SUPPORT RE~'D AT TOP EDGE <br /> <br /> <br />