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esu s
90 tory concrete u ng
op 0 tor es tr angu arNE Co umn NW Co umn
mem er connect ons were cons ere xe ase 0 0 0 0 0 0
tructure was mo e e as a pace rameth 0. 0. 8 . 0. 01 0.68 .1
0.271 1.511 1 .90 0.27 1. 54 14.21
0th Floor 1.06 1.801 29.32 1.075 2.002 25.181 g trengt oncrete
Concrete compression strength: fc=14000 psi Modulus of Elasticit : E=6750 ksi
=
. mp y ng ssump ons
Neglected steel reinforcement
Concrete elastic behavior x y z x y z
0 254 0 1927 30991 125 1 7 Modeled in Risa
Input prismatic dimensions to calculate: Area A
,
a us o yrat on
A l ied loads
o e e n - o e e n
onat an men e ser au eng
8/12/2019 Cee 4404 Posters 2009
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