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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

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