Laserfiche WebLink
BeamChek v2018 licensed to. WOODWAY HOMES INC Reg # 8101-1582 <br />GOOD HOUSE FLOOR JOISTS <br />LARGEST SPAN Date: 7/29/20 <br />Selection 2x 6' HF #2 @ 24 in oc Lu = 0.0 Ft <br />Conditions NDS 2015, Repetitive Use <br />Min Bearing Area Rt= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.09 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Beam Span <br />7.75 ft <br />Reaction 1 LL <br />310 # Reaction 2 LL 310 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL <br />388 # Reaction 2 TL 388 # <br />Bm Wt Included <br />0 # <br />Maximum V <br />388 # <br />Max Moment <br />751 W <br />Max V (Reduced) <br />342 # <br />TL Max Deft <br />L / 240 <br />TL Actual Doff <br />L/ 282 <br />LL Max Dell <br />L / 360 <br />LL Actual Defl <br />L /,388 <br />Section ins <br />Shear .in2 <br />TL Dell (in) <br />LL Dell <br />7.56 <br />8.25 <br />0.33 <br />024 <br />7.09 <br />3.42 <br />0.39 <br />0.20 <br />OK <br />OK <br />OK <br />OK <br />94% <br />41% <br />85% <br />93% <br />ro s► <br />i-v (psi) <br />L (psi x mil) <br />FC(psi) <br />— <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1271 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.15 <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 LL_ 80 Uniform TL'.100 = A <br />Uniform Load A <br />0 <br />R1 = 388 R2 = 388 <br />SPAN = 7.75 FT <br />Uniform and partial uniform loads are fbs per lineal ft. <br />6417 <br />�DBvAN owoTIS <br />r�►se or WAS81"GWO <br />