Full-scale testing of New York World's Fair structures. volume II, The Rathskeller structure (1968) / Chapter Skim
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Pages lxxvii-42
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U1 "ro 9 ® 3 - 4 " oXoXojr o x o x X • »c o X « X o xt o oX«>>«»X«>XoX| KoXoXoXo^o • ; < « > x o X o x » > < [XoXoXoxfoXo oyoXo;°f* Xo>^ I I N I I • Active Rams-Load No.
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Rock Anchor to T3 > o E o o c E 3 O o o a. X II -Column C 4 I Reinforced Concrete Shearhead CVI 6-^8 b a r s each way 8-11 bars e a c h w a y l " t h i c k layer of expanding grout F o u n d a t ion 5 - 0 F I G .
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BAR WITH T E M P E R A T U R E COMPENSATING GAGEWATERPROOFED GAGE INSTALLATION ifc -if.
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'i CD 75 (Load No 75 (Load No 8 (Load No 1-7)
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; _ 8001 •ft 600 o . m Q T -- I -- I -- I -- I -- r -- T -- I -- I -- r Panel 2 .3-D,E Q LJ - J Q
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1 c 8 2 0 0 0 L M QL m o < Q O UJ - J Q . CL < 1500 1000 500 Column Strip on Line 5 -- I 1 1 r Center of Panel Column Strip on Line 6 Scale After Failure [*
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2000 1500 1000 500 cx I 0 Q 2000 - J Q
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O •O-p- -0 01 f 2 4 0 " + 5 27 +192" +0 10" +5 86" q ^ ^ + 4 9 3 " ™ c 1 + 2 4 6 " -- + 7 75" + 6 59" + 0 9 l " -O + 5 73" + 4 5 7 + 3 24" + 3 67" + I 96' + 0 29 20" I t I I ' I I FIG 1̂9 DEFLECTIONS AT 6kk PSF APPLIED LOAD I N TEST I I I AFTER SHEAR FAILURES •• -- '- II C C
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o Bir // // // // // If 1 -- 1 L i I I i FIG.
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I -- o r nr FIG.
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B• • // // // // 1 -- Test I 0 .34" ( 0 .
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• t t • A " if // // / ' / *
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ro MECHANISM A \ > 2 I 4 0 MECHANISM C MECHANISM B 1550 psf I I I FIG.
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>J1 1410 psf I I I F I G .
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