Laserfiche WebLink
BeamChek v20051icensed to: Design Llnes, inc. Reg # 230&64256 <br />PRIORITY <br />MAIN 6 ADDTN Prepared by: D.T. Cate�. 1/14110 <br />� I fl't h late(s) Top Load Only + Full Lateral <br />Selecb�n PL 7x 1/2 36 ksi stee i c p <br />Conddions Actual Size is 1/2 x 7 in. each, plus 2x wood sistered ea. side, <br />Wood Bearing Arr,a R1= 5.4 in' R2= 5.4 in' DL Defl 025 in Suggested Camber 0.38 in <br />Data Beam Span 13.6 ft Reaction t LL 1256 # Readion 2 LL 125E1 � <br />Beam Wt per ft 17.19 # Reaction 1 TL 2191 # Reaction 2 TL 2191 # <br />Bm Wt Included 234 # Maximum V 2191 # <br />Max Moment 7449'# Maz V(Reduced) N/A <br />TL Max DeFl L/ 240 TL Actual Defl L/ 27: <br />LL Max Defl L/360 LL AcWal DeFl L/ 476 <br />Affnbutes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />4.08 <br />3.76 <br />OK <br />92°.6 <br />Value Fy <br />Adiustments � YP Factor, Lc <br />Loads <br />3.50 0.60 0.34 <br />0.�5 0.68 0.45 <br />OK OK OK <br />4% 88"/0 76% <br />Fb (psi) Fv (psi) E(psi x mil) Fc � <br />36000 36DOG 29.0 405 <br />23760 1d400 29.0 Wood D� <br />0 66 0.40 <br />Uniform LL�. 185 Uniform TL 305 = A <br />� Unitorm Load A <br />R1�91 R2 --�2191 <br />SPAN = 13.6 FT <br />Unitorm and parfizl unitorm loads are Ibs per lineal ft. <br />