Laserfiche WebLink
, , ' � <br /> ' WOOD STUD DESIGN - AXIAL LOAD <br /> Tabulated Comp re Fc 1100 psi pruce ine Fir No 2 <br /> Load Duration Fact Cd 1.15 �-�--�--�----�-----------�'` <br /> Wet Service Factor Cm 1 <br /> Temperature Facto Ct 1 <br /> Modulus of Elastici E 1,100,000 psi <br /> Effective Column L Ke`Lb 1 ft <br /> c 0.80 sawn lumber <br /> Built-up Column Fa Kf 1.00 Solid Column <br /> Kce 0.30 <br /> E' 1,100,000 psi <br /> Stud Size 2x4 2x6 = 2x8 4x4 4x6 4x8 <br /> Width b in 1.5 1.5 3.5 3.5 3.5 <br /> Depth d in 3.5 5.5 7.25 3.5 5.5 7.25 <br /> Size Factor CF 1.15 1.1 1.05 1.15 1.1 1.05 <br /> Area A in^2 5.25 8.25 10.88 12.25 19.25 25.38 <br /> Effective Column L Ke"Ld 8 ft <br /> le/d max 27.43 17.45 13.24 27.43 17.45 13.24 <br /> Column Stability F Cp 0.28 0.60 0.80 0.28 0.60 0.80 <br /> Allowable Compre Fc' psi 407 834 1057 407 834 1057 <br /> Allowabie Load P pounds 2,137 6,879 11,497 4,986 16,051 26,827 <br /> Effective Column L Ke"Ld 9�ft <br /> le/d max � .86 19.64 14.90 30.86 19.64 14.90 <br /> Column Stability F Cp 0.23 0.51 0.73 0.23 0.51 0.73 <br /> Ailowable Compre Fc' psi 328 �t-.�..'.` 968 328 709 968 <br /> Allowable Load�r P�` pounds 1,720 5,84 ; 10,524 4,012 13,643 24,555 <br /> �.� ��-�� ._�.._� <br /> Effective Column L Ke•Ld 10 ft <br /> le/d max 34.29 21.82 16.55 34.29 21.82 16.55 <br /> Column Stability F Cp 0.18 0.43 0.66 0.18 0.43 0.66 <br /> Ailowabie Compre Fc' psi 269 602 872 269 602 872 <br /> Aliowable Load P pounds 1,410 4,963 9,480 3,290 11,581 22,119 <br /> Effective Column L Ke"Ld 11 ft <br /> le/d max 37.71 24.00 18.21 37.71 24.00 18.21 <br /> Column Stability F Cp 0.15 0.37 0.58 0.15 0.37 0.58 <br /> Allowable Compre Fc' psi 224 513 777 224 513 777 <br /> Allowable Load P pounds 1,175 4,232 8,447 2,742 9,875 19,709 <br /> Effective Column L Ke*Ld 12 ft <br /> le/d max 41.14 26.18 19.86 41.14 26.18 19.86 <br /> Column Stability F Cp 0.13 0.32 0.52 0.13 0.32 0.52 <br /> Allowable Compre Fc' psi 189 441 688 189 441 688 <br /> Allowable Load P pounds 994 3,635 7,486 2,319 8,481 17,468 <br /> Effective Column L Ke*Ld 13 ft <br /> le/d max 44.57 28.36 21.52 44.57 28.36 21.52 <br /> Column Stability F Cp 0.11 0.27 0.46 0.11 0.27 0.46 <br /> Allowable Compre Fc' psi 162 381 609 162 381 609 <br /> Allowable Load P pounds 851 3,146 6,627 1,985 7,342 15,464 <br /> Effective Column L Ke"Ld 14 ft <br /> le/d max 48.00 30.55 23.17 48.00 30.55 23.17 <br /> Column Stability F Cp 0.10 0.24 0.41 0.10 0.24 0.41 <br /> Allowabie Compre Fc' psi 140 333 540 140 333 540 <br /> Allowable Load P pounds 736 2,745 5,877 1,718 6,406 13,713 <br />