Laserfiche WebLink
STRUCTURAL DESIGN ASSOCIATES Title : Job � �, : <br />Dsgnr. ' <br />Project Desc.: <br />Project Notes : <br />Wood Beam Design <br />Descnption : <br />ENEFCALC,P1C.188}2(pB,Ver.6A.tB <br />Maximum DeBections for Load Comb(nations • Unfactored Loads <br />Load Combination Span Max. Downwartl Defl Location in Span �daz. Upwartl Dell Location in Span <br />D Only 7 0.0776 0.418 0.�000 0.009 <br />LOnty 1 0�597 6.418 0.00�0 O.QCJ <br />Lr�LOnly 1 02587 fi.418 D.00�0 D.000 <br />DsLr+L 1 U.3363 6.418 G.OD�O O.WO <br />Maximum Vertical Reactions- Unfactored s�unoa nmai��n Far i:r.:;:: <br />Lcad Combination Support 1 Suppod 2 <br />OveraIlMAXimum 0.442 0.442 <br />D Ony 0.102 0.102 <br />� o�y o.aaa o.aao <br />Lr+L Ony C.340 0.340 <br />DrLr+L 0.442 0.442 <br />