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Date: 3/12/2021 <br />9111949VEMade By: SGT <br />Note: Refer to following calcs for capacities <br />Stud Bearing Capacitices <br />9'-0" Stud Height <br />Area*Cb <br />Plate Crushing <br />Exterior <br />Interior <br />Stud Size and Number <br />(inZ ) <br />(Ibs) <br />(Ibs) <br />(Ibs) <br />2x4 DF#2 Stud <br />6.5625 <br />41100 <br />NA <br />11990 <br />(2)2x4 DF#2 Studs <br />11.8125 <br />71380 <br />NA <br />3,990 <br />(3) 2x4 DF#2 Stud <br />17.0625 <br />101660 <br />NA <br />51990 <br />2x6 DF#2 Stud <br />10.3125 <br />61440 <br />51850 <br />5,360 <br />(2)2x6 DF#2 Stud <br />18.5625 <br />111600 <br />111750 <br />101740 <br />(3)2x6 DF#2 Stud <br />26.8125 <br />161750 <br />NA <br />16100LJ <br />* The above calcuations are base on plate crushing on Pressure Treated DF#2 Base Plate <br />Fpc = 625 psi <br />2x4 Stud Bearing Wall Capacitices <br />9'-0" Stud Height <br />Z <br />Plate Crushing <br />Exterior <br />Interior <br />Stud Size and Number <br />Area (in) <br />(plf) <br />(plf) <br />(plf) <br />2x4 DF#2 Stud @ 16" o.c. <br />6.5625 <br />31070 <br />NA <br />1,1490 <br />2x4 DF#2 Stud @ 12" o.c. <br />6.5625 <br />41100 <br />NA <br />1,1990 <br />2x4 DF#2 Stud @ 8" o.c. <br />6.5625 <br />61140 <br />NA <br />2,1980 <br />(2)2x4 DF#2 Studs @ 12" O.C. <br />11.8125 <br />71380 <br />NA <br />3,990 <br />2x6 Stud Bearing Wall Capacitices <br />9'-0" Stud Height <br />Z <br />Plate Crushing <br />Exterior <br />Interior <br />Stud Size and Number <br />Area (in ) <br />(plf) <br />(plf) <br />(plf) <br />2x6 DF#2 Stud @ 16" o.c. <br />10.31254,1020 <br />41830 <br />4,380 <br />2x6 DF#2 Stud @ 12" o.c. <br />10.3125 <br />61440 <br />5,850 <br />5,360 <br />2x6 DF#2 Stud @ 8" o.c. � <br />10.3125 <br />91650 <br />8,p770 <br />8,030 <br />(2)2x6 DF#2 Stud @ 12" O.C. <br />18.5625 <br />11,600 <br />111750 <br />10,p740 <br />2x4 Built-up Post Bearing Capacitices <br />9'-0" stud Height <br />Z <br />Plate Crushing <br />Exterior <br />Interior <br />Stud Size and Number <br />I <br />Area (in) <br />I <br />(Ibs) <br />(Ibs) <br />(plf) <br />2x4 DF#2 Stud <br />6.5625 <br />41100 <br />NA <br />1,1990 <br />(2)2x4 DF#2 Studs <br />11.8125 <br />71380 <br />NA <br />3,990 <br />(3) 2x4 DF#2 Stud <br />17.0625 <br />101660 <br />NA <br />5,1990 <br />2x6 Built-up Post Bearing Capacitices <br />9'-0" Stud Height <br />Z <br />Plate Crushing <br />Exterior <br />Interior <br />Stud Size and Number <br />Area (in ) <br />(Ibs) <br />(Ibs) <br />(Plf) <br />2x6 DF#2 Stud <br />10.3125 <br />61440 <br />51850 <br />5,360 <br />(2)2x6 DF#2 Stud <br />18.5625 <br />111600 <br />111750 <br />10,1740 <br />(3)2x6 DF#2 Stud <br />26.8125 <br />161750 <br />NA <br />16,000 <br />Project: Four Corners - All Buildings <br />Description: Stud Bearing Data <br />Tables select minimum value <br />of calculated stud capacity and <br />plate crushing for determining <br />bearing wall capacity. <br />Tables select minimum value <br />of calculated stud capacity at <br />12" O.C. including lateral wind <br />pressure and extrapolates it for <br />the different stud spacing. <br />