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LANE SUPPLY, INC. <br />STANDARD EASE PLATE DESIGN <br />Bolt <br />Weld <br />LBP # <br />M <br />PBOLT <br />Dla. <br />t REQ'D <br />t ACTUAL <br />Req'd <br />D - M) <br />(ft-k) <br />(k) <br />(in) <br />(in) <br />(in) <br />(1/16 in <br />8 - 10 <br />10 <br />5.58 <br />1 1 /2 <br />0.72 <br />3/4 <br />1.52 <br />8 - 20 <br />20 <br />10.91 <br />11/2 <br />0.99 <br />1 <br />3.03 <br />8 - 30 <br />30 <br />16.00 <br />1 1 /2 <br />1.17 <br />1 1 /4 <br />4.55 <br />8 - 40 <br />40 <br />20.87 <br />1 1 /2 <br />1.32 <br />1 1 /2 <br />6.06 <br />8 - 50 <br />50 <br />26.09 <br />1 1 /2 <br />1.46 <br />1 1 /2 <br />7.58 <br />120 Fairview <br />Arlington, Texas 76010 <br />817-261-9116 <br />FAX 817-275-1660 <br />Weld <br />Base <br />Actual <br />Plate <br />(in) Mark <br />1/4 <br />LBP 1 <br />5/16 <br />LBP 2 <br />5/16 <br />LBP 3 <br />F.P. <br />LBP 4 <br />F. P. <br />LBP 5 <br />TS 8 X 8 COLUMN: CONSTANTS: <br />D= 8 in. A36 Steel Plate Fy = 36 ksi <br />e= 2 in. E70xx Electrode Fw = 0.928 k/in/16th <br />b,d= 8 in. A307 Anchor Bolts Ft = 20 ksi <br />PeoLr = Mx 12 in/fi Mx 12 iv/$ = Mx 12 in1fi` <br />2 bolts (D+e+t) Weld = S wed x Fw Fw (bd+d %3) <br />tPEQD= 6xPxex2bolts <br />0.75xFyx (D+2t) <br />- -- T <br />2,, I _ 6„ 6„ 2„ <br />