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,S0B NAME: BIDWELL JOB BEAM LABEL: HEADER <br /> NOTES : CONTRACTOR TO VERIFY ALL LOADS PO#142 <br /> **- '* "*""""'""k Beam Design Span: I0 '-6" <br /> 3 .5"x9 . 25" 2 .0E Parallam Beam '* Actual length' is longer . Dimensions are <br /> -'J--"*.'""'*'""'""""""""'-'*. . *. .l..1.1..{.d..l.lJ,d.-1."d.A.L.4A•L•L•V* to center of the required supports . <br /> + + <br /> + + <br /> *** *** <br /> 10 '-6" <br /> 1 2 <br /> *** PSF LOADING *** (used to determine load from tributary width) <br /> Roof Loading: 40 Live + 15 Dead = 55 PSF Total <br /> *** DISTRIBUTED LOADS Load Duration Factor (LDF) : 1 . I5 <br /> RANGE LOADING LOAD TYPE <br /> I to 2 15 '-0" Trib . width Roof <br /> **'* ACTIONS , DEFLECTIONS and ALLOWABLES *** <br /> Max . Value Location Allowable Basis %Allow. <br /> Moment : 11509 ft-lbs 5 '-3" right of 1 14278 ft-lbs 1 . 15 81 % <br /> Shear: 4384 lbs at 1 7198 lbs 1 . 15 61% <br /> Def . Live: 0 .38" 5 '-3" right of 1 0 .52" L/240 73% <br /> Def . Total : 0 .54" 5 '-3" right of 1 0 . 70" L/ 180 77% <br /> --- LOADING IN PLF --- ---- SHEAR ---- ---- MOMENT -- <br /> SEGMENT LENGTH Bm Wgt Applied(LL+DL) Lf ( lbs) Rt Lf ( ft-lb) <br /> 1 -2 10 '-6" 10 . 1 825 .0 4384 -4384 0 <br /> **'* BEAM SUPPORTS *** <br /> Support Location: Point 1 Point 2 <br /> • Reaction ( lbs up +) : 4384 4384 <br /> Min. Bearing Length : 2 . 1 " 2 . 1 " <br /> 1 . Analysis is based on dry service conditions (maximum moisture content 19%) . <br /> 2 . Analysis assumes lateral support of the compression edge at intervals of <br /> 24" or less . <br /> 3 . Beam has been checked for loads shown only . For other loading conditions <br /> further analysis may be required . <br /> 4 . Minimum bearing lengths are based on the allowable bearing for Parallam PSL <br /> ( 600 psi) over the full thickness of the beam. Longer bearing lengths may <br /> required by the supporting material . <br /> 5 . All dimensions shall be confirmed by contractor . Installation is by others <br /> For guidelines see Parallam PSL Installation Guide. <br /> 6 . This output has not been checked by the Parallam Engineering Service office <br /> 04-24-1992 Ver: 1 .5 by : Estimate at Scherer Brothers Lumber Co <br />