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(cont'd) <br />=0.00 <0.5 =0.10 <0.7 <br />= 0.1017 <1.3 [Satisfactory] <br />CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH-FASTENED TO SHEATHING (AISI D6.1.3) <br />Pn/Wc =3.50 kips / stud >P [Satisfactory] <br />Where Wc = 1.8 <br />Pn = C1C2C3 AE / 29500 = 6.30 kips / stud <br />C1 = (0.79 x + 0.54) =0.951 <br />C2 = (1.17 a t + 0.93) =0.983 <br />C3 = a (2.5b - 1.63d) + 22.8 =17.260 <br />E = 29500 ksi (AISI pg xiv) <br />P = 0.43 kips / stud (included wall weight, 18psf.) <br />CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) <br />0.66 <1.0 [Satisfactory] <br />Where M = 5.85 in-kips / stud, (1/1.4 included) <br />P = 0.43 kips / stud <br />Pn/Wc = 3.50 kips / stud <br />Mn/Wb = 11.6 in-kips / stud <br />Cm = 1.0 <br />13.07 kips / stud <br />0.941 <br />CHECK DEFLECTION <br />0.64 in <h /240 = 0.80 in [Satisfactory] <br />NOTE :1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. <br /> Technical References: <br /> 1. AISI S100/SI-10, North American Specification for the Design of Cold-formed Steel Structural Members, with Supplement 1, 2010. <br /> 2. SSMA_Product_Technical_Guide, ESR-3064P, Steel Stud Manufactures Association, 2015. <br />0.6 M Vb v <br />VMn n <br />  W W+     <br />Mb <br />M n <br /> W    <br />Vv <br />V n <br /> W    <br />( )451 <br />384 <br />Sw L <br />EI xx <br />D = = <br />MPCbc m <br />P Mn na <br />WW+ = <br />( ) <br />2 <br />2 <br />E I xPEx <br />K Lx x <br />p= = <br />1 <br />Pc <br />P Ex <br />a W= - = <br />Page 15 of 28 <br />215 W 4th St <br />1/22/2025