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ETABS 2015 15.2.0 License #*1Q9BR9WFAM4T9A9

ETABS 2015 Steel Frame DesignAISC LRFD 93 Steel Section Chec !Strength S"mmar#$

Element Details

Le%el Element &ni'"e (ame Location !mm$ Com)o Element T#*e Section Classi+icationNivel 1 B19 5 4900 UDStlS8 Moment Resisting Frame COND 220x90 Slen er

Design Co,e -arameters. ) . c . t . % . c/Angle0!9 0!85 0!9 0!9 0!9

Section -ro*ertiesA !cm $ I33 !cm $⁴ r 33 !mm$ S 33 !cm $ A%3 !cm $ 33 !cm $2"!#2#9 1"02!158481 ##!42$11 145!"50##1 #!952# 18$!50"495

!cm $⁴ I22 !cm $⁴ r 22 !mm$ S 22 !cm $ A%2 !cm $ 22 !cm $ C4 !cm $⁶1015!08589$ $95!0#$401 $8!44"5 8#!#94089 18!"044 9#!81#902

aterial -ro*ertiesE ! g+6cm $ + # ! g+6cm $ 720$8901!92 $515!$5 N%

Deman,6Ca*acit# !D6C$ Ratio !81 1)$D6C Ratio A:ial Ratio Fle:"ral Ratio a;or Fle:"ral Ratio inor

0!"0" 0 & 0!"0" & 0

Stress Chec Forces an, oments !81 1)$ !Com)o &DStlS

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ETABS 2015 15.2.0 License #*1Q9BR9WFAM4T9A9

oments an, Ca*acities " oment !ton+ m$ ϕ n Ca*acit# !ton+ m$

Ma(or Ben ing $!52 5!81

Minor Ben ing 0 1!8"

Shear Design = " Force !ton+$ =ϕ n Ca*acit# !ton+$ Stress Ratio

Ma(or S)ear $!45 $5!$2 0!098

Minor S)ear 0 15!1 0

conduven.EDB !"e 2 o 2 10$0%$201&