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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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BeamChek v2012 <br />GARAGE WNDW HDR Date: 9/12/16 <br />Sole j6x1O HF #1 Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Min Bearing Area R1=11.5 in2 R2=11.5 in2 (1.5) DL Deft= 0.13 In <br />Data <br />A ributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />6.0 ft <br />Beam Wt per ft <br />12.7 # <br />Reaction 1 TL <br />4658 # Reaction 2 TL 4658 # <br />Bm Wt Included <br />76 # <br />Maximum V <br />4658 # <br />Max Moment <br />6987 W <br />Max V (Reduced) <br />3429 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 542 <br />Section in3 <br />Shear Qn <br />TL Defl in <br />82.73 <br />52.25 <br />0.13 <br />79.85 <br />36.74 <br />0.30 <br />OK <br />OK <br />OK <br />97% <br />70% <br />44% <br />Fo (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! <br />Reference Values <br />1050 <br />140 <br />1.3 <br />405 <br />Adjusted Values <br />1050 <br />140 <br />1.3 <br />405 <br />CF Size Factor <br />1.000 <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 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform TL: 1540 = A <br />Uniform Load A <br />0 <br />R1 = 4658 R2 = 4658 <br />SPAN = 6 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />
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