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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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Address Document
Street Name
VIEW RIDGE DR
Street Number
706
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r , I <br />BeamChek v2012 <br />VRD GARAGE DR HDR 2 A-W, <br />Date: 9/08/16 <br />Selection 3.118x 9 GLB 24F.V4 DF/DF Lu = 0.0 Ft <br />Condlt/ons NDS 2005 <br />Min Bearing Area R1= 4.0 in2 R2= 4.0 in2 (1.5) DL Defl= 0.26 in Recom Camber-- 0.39 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />8.0 ft <br />Beam Wt per ft <br />6.83 # <br />Reaction 1 TL <br />2587 # Reaction 2 TL <br />Bm Wt Included <br />55 # <br />Maximum V <br />2587 # <br />Max Moment <br />5175'# <br />Max V (Reduced) <br />2102 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 367 <br />2587 # I <br />Section W <br />Shear W <br />TL Defl in <br />42.19 <br />28.13 <br />0.26 <br />25.87 <br />13.14 <br />0.40 <br />OK <br />OK <br />OK <br />61 % <br />47% <br />66% <br />Fb (psi) <br />Fv (psi1 <br />E (psi x mild _ FC(psi) <br />Reference Values <br />2400 <br />240 <br />1.8 650 <br />Adjusted Values <br />2400 <br />240 <br />1.8 650 <br />Cv Volume <br />1.000 <br />- <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform TL: 640 = A <br />Uniform Load A <br />R1 = 2587 R2 = 2587 <br />SPAN =8FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />
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