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( 1;1 w, (zi ��aS e cnly) <br />I <br />CG�G��- 00`� <br />B- smChek v20051icensed to: Design Lines, Inc. Reg # 2308-64256 <br />Cibert Duplex Living Room 6ont window hdr <br />Preparec; by: DP Date: 2/05/07 <br />Se/ection <br />CorMitlons <br />Data <br />3-1/Bx 10-1/2 GI.B 24F-V4 DF'tDF Lu = 0.6 Ft <br />Min Bearing Area <br />Beam Span <br />Beam Wtperft <br />Bm Wt Included <br />Max Moment <br />T1 Max Defl <br />LL Maz Defl <br />ANri6utes Section in <br />Actual 57.42 <br />Critical 44.98 <br />Status OK <br />Raflo 78% <br />Values Base Vaiues <br />Base Adlusted <br />Adiustments Cv Volume <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />4502 B = 6190 <br />R7= 6.7 in' R2= 5.3 in' DL Defl 0.02 in Suggested <br />5.25 ft Readion 1 LL 3006 # Reaction 2 LL <br />7.87 # Readion 1 TL 4359 # Readion 2 TL <br />42 # Maximum V 435�J # <br />8996'# Max V (Reduced) 4085 # <br />L/ 240 TL Actual De9 L/ 926 <br />L/ 360 LL Actual 'Jefl L/>1000 <br />iear (in� TL Defl (in) LL De <br />32.81 0.07 0.05 <br />32.25 0.26 0.18 <br />OK OK OK <br />98% 26°h 27Yo <br />Fb (psi) F.(psi) E(psi x i <br />2400 190 1.6 <br />2400 190 1.8 <br />1.000 <br />1.00 1.00 <br />1.00 <br />1.00 <br />1.00 1.00 <br />?.0000 Rb = 0.00 <br />Distance Par U <br />2.25 12: <br />40 <br />Le = 0.00 Ft Kbe = 0.0 <br />H=175 <br />1=50 <br />J=80 <br />J <br />C � <br />� -� <br />Ptloads: 08 <br />� Q <br />R 1= 4359 R2 = 3474 <br />SPAN = 525 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />Camber 0.03 in <br />2363 # <br />3474 # <br />0 525 <br />0 5.25 <br />0 5.25 <br />