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. _:-- <br /> STF�GC'1LTFt:t�OINT -- spM�ts v8,5d ('Tf�a:1 . � `J9-2.Fi-?.019� �3:47-:i6 PM <br /> Licer�:ed f:o: BFtPH Archi.tect.s-Enr,ineers Ircc, !ie.��:.ce ID: 70398 .i:Fi7315-�-2'7375-2192F. <br /> Projer:t: <br /> X:\mfazeli\Hot House Foundation design\r4a fr�unciationt60 k load a� corner) .ma8__ ___ __Page 2 <br /> A1 - GENERAL INFOItMP_TION: <br /> Project : <br /> File : X:\mfazeli\Hot House Founclatior. design\Na foundat.ioi�(60 k load at corner) .ma8 <br /> Units : English Date : 1:/21l2G1� <br /> Code : ACI 318-14 Time : 11:15:05 PNi <br /> Maximum number of iterations = i0 <br /> Naximum allowed service displacement = 11 iii <br /> Min_imum ratio of soil contact area w.r.t_ initial soil-supported area = 50.00 � <br /> Ninimum ratio of active spring/piles w.r.t. total number of spring/piles = 0.40 % <br /> Displacement limit for upl.ift = 0 in <br /> Reinforcement is based on maximum moment wi.thir: an element. <br /> Number of nodes = 1300 <br /> Number of elements = 1225 <br /> A2 - THICKNESS DEFINITIONS: <br /> Label t iin) Assigned <br /> thicknes 16.00 Yes <br /> A3 - SOIL D�FINZTIONS: <br /> Label Ks (kc£) Qa (ksf) Ass.igned <br /> soil inf 432 fl Yes <br /> A4 - CONCRETE DEFINITIONS: <br /> Label f'c (ksi) Wc (pcf) Ec {ksw� v Assi�ned <br /> C4 4 150 5334.3 0>200 Yes <br /> AS - RESNFORCING STEEL DEFINITTONS: <br /> I�abel Fy (ksi) Es (ksi.) 1�ssignec3 <br /> Gr60 60 29000 Yer <br /> A6 - DESTGN PAkAMETERS DEFINITIUNS: <br /> ---------�_---p_---------p_�----- - � L g <br /> Label To X (in) To Y (in) Bot-X (ir:; B�_-X (in) M=r. neinf Assi ned <br /> Gr60 2.5000 3.0000 3.25.",^ 3.7500 �.0900� Yes <br /> A7 - COLUMN DEPINITIONS: <br /> ^ Label� Type ^Dim X (ir) Di_:n Y {in) .�ssigned <br /> base of Rectangle 8.0000 1U.00U0 Yes <br /> Page 2401 <br />