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CONCRETE FRAME DESIGN – C30x45M

ACI 318-08 COLUMN SECTION DESIGN

Column Elemen De!"l# $Summ!%&'

Le(el Elemen Se)"on ID Com*o ID S!"on Lo) Len+, $)m' LLRF T&e

Story3 C8 C30X45 0.025 ENVOLVENTE 0 320 0.96 Sway Special

Se)"on .%oe%"e#

* $)m' , $)m' /) $)m' Co(e% $To%#"on' $)m'

30 45 5.91462 2.3

M!e%"!l .%oe%"e#

E) $+2)m' ) $+2)m' L6 F!)o% $Un"le##'  & $+2)m'  &# $+2)m'

2130.65 210 1 4200 4200

De#"+n Co/e .!%!mee%#

7T 7CT"e/ 7CS"%!l 7n# 7# 79o"n

0.9 0.65 0.5 0.5 0.6 0.85

Ax"!l Fo%)e !n/ :"!x"!l Momen De#"+n Fo% .u ; Mu< ; Mu3

De#"+n .u

on 

De#"+n Mu<

on-m

De#"+n Mu3

on-m

M"n"mum M<

on-m

M"n"mum M3

on-m

Re*!% A%e!

)m

Re*!% =

=

24.315 12.2602 !18.4869 0.5894 0.6988 2. 5.39

Ax"!l Fo%)e !n/ :"!x"!l Momen F!)o%#

 Cm F!)o%

Un"le##

>n# F!)o%

Un"le##

># F!)o%

Un"le##

? F!)o%

Un"le##

Ee)"(e Len+,

)m

"a#or $e%&'"3( 1 1.009644 1 1 240

"i%or $e%&'"2( 1 1.021964 1 1 240

S,e!% De#"+n o% u< ; u3

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 S,e!% u

on 

S,e!% 7)

on 

S,e!% 7#

on 

S,e!% 7

on 

Re*!% A( 2#

)m2)m

"a#or) V*2 21.209 0 21.209 21.209 0.122

"i%or) V*3 11.515 0 11.515 11.515 0.1518

@o"n S,e!% C,e)2De#"+n

DIAGRAMA DE ITERACIONES

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