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706 VIEW RIDGE DR 2022-03-14
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706 VIEW RIDGE DR 2022-03-14
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Last modified
3/14/2022 12:42:42 PM
Creation date
9/4/2020 3:54:23 PM
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Street Name
VIEW RIDGE DR
Street Number
706
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i <br />SeamChek v2012 <br />Date: 9/12/16 <br />Selection 5-1/8x 9 GLB 24F V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Min Bearing Area R1= 5.8 ina R2= 5.8 in2 (1.5) DL Defl= 0.33 in Recom Camber-- 0.49 in <br />Data <br />Attribute <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Beam Span <br />9.0 ft <br />Beam Wt per ft <br />11.21 # <br />Reaction 1 TL <br />3763 # Reaction 2 TL 3763 # <br />Bm Wt Included <br />101 # <br />Maximum V <br />3763 # <br />Max Moment <br />8467 '# <br />Max V (Reduced) <br />3136 # <br />TL Max Defl <br />L 1240 <br />TL Actual Defl <br />L 1327 <br />Section (in3) <br />Shear (ins <br />TL Defl (in) <br />69.19 <br />46.13 <br />0.33 <br />42.33 <br />19.60 <br />0.45 <br />OK <br />OK <br />OK <br />61 % <br />42% <br />73% <br />Fb (psi) <br />Fv (psi) <br />E psi x mil) <br />Fc 1(psi) <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adjusted Values <br />2400 <br />240 <br />1.8 <br />650 <br />Cv Volume <br />1.000 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />NIA <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le 0.00 Ft <br />Loads Uniform TL: 825 = A <br />Uniform Load A <br />d 0 <br />R1 = 3763 R2 = 3763 <br />SPAN = 9 FT <br />Uniform and partial uniform loads are ibs per lineal ft. <br />
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