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<br />PAGE 8 <br /> <br />END SUPPORTS <br />WOOD IN COMPRESSION <br /> <br />BASED ON TIMBER CONSTRUCTION MANUAL, P110 ET SUBS, <br />SIMPLE SOLID RECTANGULAR MEMBERS, VIS. GRADE, SAWN <br /> <br />EO 5-3 <br />INPUT <br />INPUT <br />INPUT <br /> <br />F'e = 0.3 X E' I (Ic1d)2 PSI, ALLOWABLE LOAD <br />dxl !!!3.5 "LINTEL SUPPORTS INPUT <br />dyl=1.5 011 =8 FT SUPPORT HT INPUT <br />PAl =REACf PAl =510.75 LB INPUT <br /> <br />dx2=3.5 RIDGE SUPPORTS <br />dy2=1.5 012=8 FT SUPPORT HT <br />PAZ=REACIT PAZ = 1029 LB <br /> <br />FAl = PAl FAl =97,286 ACTUAL LOAD, PSI FAZ= PAZ FAZ = 196 <br />dx1'dy1 dx2'dy2 <br />E=Eb TABULAR MODULUS OF ELASTICITY, MODIFIED E = 1.4-106 <br />K=0.65 FROM TABLE 5-4, FOR RESTRAINED COL ENDS <br /> <br />REARRANGING EG 5-3: <br /> <br />LAx1 = (~l ),(0.3, F~l~l = 353.798ALLOW LGTH, IN, LAx= (~)'(O,3' :Af\.Ax = 191.794 <br /> <br />FOR dx <br /> <br />LAyl = (d~l ),(0,3, F~lf.tYl = l51.628ALLOW LGTH, IN. LAy= (~)'(0.3' :AfS LAy =82.197 <br /> <br />011 =8 FOR dy 012 =8 <br />REO LENGTH, IN, <br /> <br />REO LENGTH, IN. <br /> <br />USE DOUBLE 2 X 4'S FOR SUPPORT <br /> <br />LR11=011.l2 LR11 =96 <br /> <br />LR12=012.l2 <br /> <br />LR12 =96 <br />