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www.hiltims <br />- - ... _ - --- - - - - ---- --- -- ---------- <br />Company: Jak Choi & Associates Page: <br />Specifier. Jaik Choi Project: <br />Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: <br />Phone I Fax: (949)706-7789 1 (424)239-2666 <br />E-Mail: jese@msn.com <br />2 Load case/Resulting anchor forces <br />Load case: Design loads <br />Anchor reactions (lb] <br />Tension force: (+Tension, -Compression) <br />CITY OF SANTA ANA <br />Planning and BuildinAc�ncy <br />Approved <br />r�sP N,�J.7 UANCE <br />'CD -LA Co Anc4• 58S <br />1. d.F I`lU',verlge) <br />Date: <br />Y <br />I <br />Anchor Tension force Shear force <br />-- - --� -- --- - - - ---- <br />Shear force x <br />-- <br />Shear force y <br />-- <br />2fi00 <br />t) <br />2600 <br />2 0 2200 <br />0 <br />2200 I 1 02 "3 'x "4 <br />3 0 1800 <br />0 <br />1800 - -- -- <br />4 0 1400 <br />0 <br />1400 <br />Inax, concrete compressive strain: <br />- (°ion) <br />max. concrete compressive stress: <br />- (psi] <br />resulting tension force in (x/y)=(0.000/0.000): <br />0 [lb) <br />resulting compression force in (x1y)=(O.000i0.000): <br />u (lb] <br />3 Tension load <br />Load N.J (lb] Capacity 0 Nn (lb] Utilization pN = Ne,/o Nn Status <br />tti Steel treng— -- _ .N/�.- -- -- N/A-- --- - - N/A - _ NIA <br />Pullout Strength` N/A N/A N/A N/A <br />Cum;rete Bred'Kuui S(rfingtil" NA NfA WA N,A <br />" anchor having the highest loading "anchor group (anchors In tension) <br />Input data and rusulls must be checked for agreement with the existing condaions and for pleuslbllkyl <br />iv2ui i$ 1nuh;r (u j 2Gd3-i0fi9 ri.d AG, � � s:r::at:h:iau i ui:i s a fay �irreu Tra,iatrti.'n Ai 1 i�Ri i�u. Scifean <br />