Full-scale testing of New York World's Fair structures. volume II, The Rathskeller structure (1968) / Chapter Skim
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Pages 46-56
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APPENDIX A Frame Analysis
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APPENDIX A FRAME ANALYSES DETERMINATION OF DEFLECTIONS The procedure employed i n computing deflections was that suggested by Vanderbilt, Sozen, and Siess.^"'"^^ I n t h i s method, the structure i s divided i n t o beam and plate elements. Deflection at the center of a panel i s taken as the sum of deflections of the i n d i v i d u a l elements.
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Three separate frames were used i n computing deflections i n the loaded' panels. Locations of these frames are indicated on the roof plan i n Fig.
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assumption. For sim i l a r reasons, the frame was assumed fixed a t 3 i n Frame 2 for Test I I I .
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Each frame and the loading used i n i t s a n a l y s i s i s shown i n F i g .
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> -- 3 B A-B W W \W FRAME l -TEST I irrrfTTTrn E m D 777 m FRAME l-TEST 31 B E 777 [TTTTTrmi /77 m FRAME I-TEST m B A.B 3 m m FRAME 3-TEST 31 21 3 I 4 1 5 m m m rn FRAME 2 - T E S T I 6 777 fn fn m m iiT FRAME 2-TEST I T ftr rfi rh FRAME 2-TEST I H FTG.
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E m TtT > itT D m c m e d B A-B FRAME 3 TEST H TfT B A-B A FRAME 4 a - T E S T 1 B A-B A /77 m FRAME 4b-TEST I B A-B 2 l l l l l l l l .
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