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`. DESIGN LINES, INC. <br />EVERETT, WASHINGTON <br />BeamChek v2A licensed to: Duane Rowell Reg # 2: <br />PEARSON <br />FRENCH DOOR HEADER Date: 4/16/04 <br />Selectifon 4x 8 DF-L #2 Lu = 0.0 Ft <br />Conditions NDS'97 <br />Data <br />Attributes <br />Actual <br />C iiicel <br />Status <br />Ratio <br />min oeanng area rcr- 4.4 m- n = J. r rn- uL von v.w rn <br />Beam Span <br />5.25It <br />Reaction 1 LL <br />10720 Reaction 2 LL 13950 <br />:;um Wt per fl <br />6.170 <br />Reaction 1 TL <br />15179 Reaction 2 TL 1968 # <br />Bm Wt Included <br />32 # <br />Maximum V <br />1968 # <br />Max Moment <br />3329# <br />Max V (Reduced) <br />1637 # <br />TL Max Dell <br />L / 240 <br />TL Actual Defl <br />L / 675 <br />LL Max Defl <br />L / 360 <br />LL Actual Dell <br />L / 950 <br />Section (In°) <br />Shear (in') <br />TL Defl (In) <br />__ LL Deb <br />30.66 <br />25.38 <br />0.09 <br />007 <br />29.69 <br />22.47 <br />0.26 <br />0.18 <br />OK <br />OK <br />OK <br />OK <br />97% <br />89% <br />36% <br />38% <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />1.00 <br />Cm Wet Use <br />1.00 <br />1.00 <br />IN Afnhirifu <br />7 rV= <br />Rh = n nn <br />OR <br />E (oal x <br />1.00 1.00 <br />= 0.00 Ft Kbe a 0.0 <br />_ <br />F— H� <br />[ Un-&m Load A —� <br />Pt loads. [131 <br />R 1 = 1517 R2 = 1968 <br />SPAN = 5.25 FT <br />Uniform and partial uniform loads are Ihs per lineal R. <br />L/� <br />