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58 of 234 <br />Thornton Tomasetti NOTE: MAX END MOMENT DEMANDS BETWEEN <br />CONDITIONS 'A' AND 'C' ARE WITHIN 5%. <br />COLUMN MOMENT DISTRIBUTIONS (k-ft) <br />39.< <br />5-3 r 5.6 <br />125 124 <br />64./54.60 r 67 <br />T <br />42.34. <br />_[9.7 -1-17.4 l-13.4 <br />47.9 I,IJUIJ <br />109£ <br />10447 9847 <br />4.7 L. <br />16&1414 149.3 99\1 <br />Cv» <br />17 3 <br />16,1/4 191/9 8 194 _1162< <br />-1 o4<8- <br />9 «r 9.7 <br />3 5t.8 -+-5{.5 - <br />T <br />10.7 <br />I <br />\ <br />A) FRAME ELEMENT ONLY WITH PROFILE OF <br />RECT. BEAM AND INFILL WALL <br />B) FRAME ELEMENT WITH CENTERED SHELL <br />ELEMENTABOVE <br />C) FRAME ELEMENT WITH OFFSET SHELL <br />ELEMENT ABOVE CONNECTED VIA RIGID LINK <br />ETABS MODEL <br />PERIMETER BEAM/PANEL INDEPENDENT STUDY <br />65.43. <br />1.9 <br />164.1 <br />0.4 <br />Li <br />210.2 T j 2278