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2x4 TA= 450 x 1.60 x 1.5 x 3.5 =kips <br />2x6 TA= 575 x 1.60 x 1.5 x 5.5 =kips <br />3x4 TA= 575 x 1.60 x 2.5 x 3.5 =kips <br />3x6 TA= 575 x 1.60 x 2.5 x 5.5 = kips <br />TYPE <br />2x4 6 TA= 141 x 1.60 x x 6 = 1.25 kips 1.5FT <br />2x4 8 TA= 141 x 1.60 x x 8 = 1.67 kips 2FT <br />2x4 10 TA= 141 x 1.60 x x 10 = 2.09 kips 2.5FT <br />2x4 12 TA= 141 x 1.60 x x 12 = 2.51 kips 3FT <br />2x4 14 TA= 141 x 1.60 x x 14 = 2.92 kips 3.5FT <br />2x4 16 TA= 141 x 1.60 x x 16 = 3.34 kips 4FT <br />2x4 18 TA= 141 x 1.60 x x 18 = 3.76 kips 4.5FT <br />2x6 20 TA= 141 x 1.60 x x 20 = 4.18 kips 5FT <br />2x6 22 TA= 141 x 1.60 x x 22 = 4.60 kips 5.5FT <br />2x6 24 TA= 141 x 1.60 x x 24 = 5.01 kips 6FT <br />2x6 B1 TA= 604 x 1.60 x x 6 = 5.80 kips 0.99 <br />2x6 B2 TA= 604 x 1.60 x x 8 = 7.73 kips 1.09 <br />3x6 B3 TA= 725 x 1.60 x x 8 = 9.28 kips 1.09 <br />3x6 B4 TA=1208 x 1.60 x x 6 = 11.60 kips 1.19 <br />3x6 B5 TA=1208 x 1.60 x x 8 = 15.46 kips 1.31 <br />SPLICE LENGTH <br />0.93 <br />DOUBLE TOP PLATE SPLICE <br />3.78 <br />7.59 <br />0.93 <br />0.93 <br />8.05 <br />12.65 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />1.00 <br />0.93 <br />0.93 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />ESTRUCTURA USA, INC. <br />ADVANCED STRUCTURAL ENGINEERING <br />468 North Camden Orive #131E <br />Beverly Hills, CA. 90210 <br />Sheet: <br />Job. No: <br />Project: <br />9 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024