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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 16 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />================================================================================ <br /> 186565FS Reactions, Anchor Bolts, & Base Plates:12/ 1/23 1:55pm <br />================================================================================ <br /> <br /> ----- ----- -----Foundation_Loads(k )----- --------- ----------------- <br /> Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate <br /> Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick <br /> ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- <br /> 1 D 8 0.8 -1.9 9 -2.9 -3.1 4 0.625 6.00 8.00 0.375 <br /> 10 0.8 5.2 4 0.0 -3.6 <br /> 1 C 11 1.8 -4.3 12 -1.6 -2.1 4 0.625 6.00 8.00 0.375 <br /> 13 0.0 6.0 11 1.8 -4.3 <br /> 1 B 11 1.8 -1.9 9 -1.6 -1.2 4 0.625 6.00 8.00 0.375 <br /> 3 0.0 5.1 11 1.8 -1.9 <br /> 1 A 14 1.4 0.6 9 -3.5 -2.7 4 0.625 6.00 8.00 0.375 <br /> 15 0.0 2.8 <br /> ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- <br /> 3 A 16 0.8 3.3 9 -0.7 -1.5 2 0.625 3.50 8.00 0.375 <br /> 17 0.6 3.8 8 0.8 -3.6 <br /> 3 B 14 1.8 0.3 12 -1.6 -2.1 4 0.625 6.00 8.00 0.375 <br /> 13 0.1 5.9 11 1.8 -4.3 <br /> 3 C 18 1.8 -0.1 9 -1.6 -1.2 4 0.625 6.00 8.00 0.375 <br /> 3 0.1 5.1 11 1.8 -1.9 <br /> 3 D 16 0.8 0.0 9 -0.7 -1.2 2 0.625 3.50 8.00 0.375 <br /> 3 0.0 1.8 14 0.8 -1.2 <br /> ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- <br /> 2 D 1 4.3 7.4 2 -4.8 -3.6 4 0.750 6.00 13.50 0.500 <br /> 3 2.5 11.6 4 -3.8 -6.1 <br /> 2 A 5 4.8 -3.6 6 -4.3 7.4 4 0.750 6.00 13.50 0.500 <br /> 3 -2.5 11.6 7 3.8 -6.1 <br /> ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- <br /> <br /> <br /> ----------------------------------------------------------------------------- <br /> <br /> <br /> PARTITION WALL REACTION: <br />1202 W Edinger <br />Ave10/3/2024