450 x 450 mm

ooo

o

oo

ooo

X

o

oo

v

+

P ( kN)

(Prnax) (Pm ax)

'+\tL/U

fs= 0/\r\rL|Lt

\t'=Q

fs=()trt.v fy\

iliit:2500 -- -.:-

ili fs=Cttr/

5fv

\ 4 EnnI \lLtLt

/

i\ i iCode: ACI 318-05

Units: Metric

Run axis: About X-axis

Run option: lnvestigation

Slenderness: Not considered

Column type: Structural

Bars: ASTM l{615M

Date: 14121109

Time. 18:33:49

-4

(l\i

30 I

\-\31

a\

---ll0i -2t30l--

-1---l)0;

I

2(!0I

3(

f,lr

t\l

/

'4( )0

\r\l\'l (\n \il rl

.{ E /^lt1-l\,r\JV t i\i I /_

(Pnnin) (Pm n)-z-ovv

spColumn v4.2A. 15 day trial license. Locking Code: 4-1FSBD. User: Ricard Henry, Home

File: untitled.col

Project: STUDY

Column: COLUMN 1

fc = 27.58 MPa

Ec = 24683 MPa

fc = 23.443 MPa

e_u = Q.003 mmlmm

Betal - 0.849999

Engineer. RBAJ

fy - 413.7 MPa Ag = 202500 mm^2 12#25 bars

Es = 199955 MPa As = $120 mm^2 rho - 3.A2%

lx = 3.42e+009 mm^4

fy = 3,42e+009 mm^4

Xo =Qmm

Yo -0mm

Min clear spacing = 74 mm Clear cover = 64 mm

Confinement. Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65

450 x 450 mm

o o

v

+

o

o XO

ooo

P ( kN)

(P nax)A( \n^

(Pm rx)-t\ ,lJlJ

e( \fs=0

r-, \ ,L'L'fs(

-0

fs=0 2(;,1\

l.sfy

\, \nr\i \'\\i\ ,"1 ,

/l/ ,1"

/Code: ACI 318-05

Units: Metric

Run axis: About X-axis

Run option: lnvestigation

Slenderness: Not considered

Column type. Structural

Bars: ASTM ,4615M

Date: 14,21/09

Time: 18:44:03

-3 50

\l\r'\\ l\l

\.1I

-z:\5D..

\-1

\\

t-50

I

I

"E,\ 0 1T

I

t0I

!

t/

,/',/

.,'/2'.tt

'/t,

,/t,/

t./

t0

lx(],

i--i3{rNm)

t0

.l \nn

i"1\\l ,/(P rnin)

a \f1^

(Pm n)

z- .rvt!,

spColumn v4.2A.15 day trial license. Locking Code: 4-1FSBD. User: Ricard Henry, Home

File: C :\Docu ments and Setti ngs\Ryan Ben Jacalan\My Docu ments\COl2. col

Project STUDY

Column:COLUMN 1 Engineer: RBAJ

f c = 27.58 MPa ty = 413.7 MPa Ag = 202500 mm^2 8 #25 bars

Ec = 24683 MPa Es = 199955 MPa As = 4080 mm^2 rho = 2.01o/o

tc=23.443MPa Xo = 0 mm lx = 3.42e+009 mm^4

e_u = 0.003 mm/mm Yo = 0 mm ly = 3.42e+009 mm^4

Betal = 0.849999 Min clear spacing = 123 mm Clear cover = 64 mm

Confinement Tied Phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65

STRUCTUREPOINT - spcolumn v4.20 (TM)15 day trial- license. Locking Code: 4-1F5BD. User: Ricard Henry, HomeC:\Documents and Settings\Ryan Ben Jacal-an\My Documents\COL2.cof

Generaf Information:

File Name: C: \nocuments andProj ect: STUDYColumn: COLUMN 1

Settings\Ryan Ben Jacalan\My Documents\COf-,2 . coL

Code: ACr 318-05Engineer: RBAJUnits: Metric

Slenderness: Not consideredColumn Type: Structural

Run Option: InvestigationRun Axis: X-axis

Material Properties:

f' c - 27 .58 MPa

Page 2

LA/27/Ae05:40 PM

fyEs

473 .7 MPa799955 MPaEc - 24582.8 MPa

UltimaLe strain - 0.003 mm/mmBetal - 0.849999

Section:

Rectangular: Width : 450 rnm

Gross section area, Ag-Ix - 3.4L7 I9e+009 mm^4Xo- 0illm

Reinforcement:

Depth - 450 mm

3.4]_1 L9e+009 mm^40 firm

202500 mm^2IyYo

Bar Set: ASTM A515MSize Diam (rnm) Area (mm^2) Si ze Diam (mm) Area (mm^2 ) Si ze Diam (mm) Area (mm^2 )

# 10 10 1r # 13 13#79 19 284 #22 22#29 29 645 #32 32# 43 43 L452 # 57 51

Confinement: Tied; #10 ties with #32 bars,phi(a) - 0.8, phi(b) - 0.9, phi(c) - 0.65

Layout: RectangularPattern: A11 Sides Equal (Cover to longitudinal reinforcement)Total steel area: As:4080 mm^2 at rho:2.0128 #25 Cover : 63. 5 mrn

Control Points:

L29 # 16387 # 25819 # 36

258:-

#13 with larger bars

799510

1006

eps t Phi

162536

depthmmBending about

Axial Load P

KNX-Moment

kNmY-Moment N.A.

kNm

X G Max compressionG Allowable comp.G fs - 0.0I fs - 0.5*fyG BalanceC pointG Tension ControlE Pure bendingG Max tension

-X G Max compressionE Allowable comp.G fs - 0.0G fs - 0.5*fyG Balanced pointG Tension ControlG Pure bendingG Max tension

*** End of outPut ***

4L20 . 63295.521 A9 .61862.7L239. 0

57 3 . 10.0

-1519.1

4720 . 63296.527 A9 . 61862.7L239.0

57 3 . 10.0

-1519.1

-0.00131.08zAL.B426r.50284. B3323 .20253.34*0.00

-0.00-131.08-241. B4

-261 . 50-284 . B3-323 .20-253.34

-0.00

-0.000.000.000.000.000.000.00

-0.00

-0.00-0.00

0.000.000.00

-0.00-0.00-0.00

L204 -0.002a1 0.550453 -0.00053 0.650374 -0.00000 0.65021 B 0.00103 0.65022L 0.0A2A1 0.650r40 0.00500 0.90098 0.00839 0.9000 9.99999 0.900

L204 -0.0a2a1 0.650453 -0.00053 0.650374 0.00000 0.550278 0.00103 0.65022L 0.002A1 0.650140 0.00500 0.90098 0.00839 0.9000 9.99999 0.900

STRUCTUREPOINT - spcolumn v4.20 (TM) page 215 day trial license. Locking Code: 4-1F5BD. User: Ricard Henry, Home lO/2I/Ogc:\Documents and settings\Ryan Ben Jacalan\My Documents\cor,5.co1 07:01 pM

General fnformation:

File Name: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COL5.colProject: STUDYCofumn: COLUMN 1 Engineer: RBAJCode: ACI 318-05 Units: Metric

Run Option: Investigation Slenderness: Not consideredRun Axis: X-axis Column Type: Structural

Material Properties:

f'c : 21.58 MPa fy : 413.7 MPaEc : 24682.8 MPa Bs : 199955 MpaUltimate strain : 0.003 mm/mmBetal : 0.849999

Section:

Rectangular: Width : 900 rTlm Depth - 500 nrm

Gross section area, Ag : 450000 mm^2lx : 9.375e+009 mm^4 Iy : 3.0375e+010 mm^4Xo: Omm yo: Omm

Reinforcement:

Bar Set: ASTM A615MSize Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2)

# 10# 1e#29#43

10192943

7L # 13284 # 22645 # 32

1452 # 57

13223251

r29 # 76387 # 25819 # 35

258I

162535

799510

1006

Confinement: fied; #10 ties with #32 bars, #13 with larger bars.phi(a) :0.8, phi(b) :0.9, phi(c) :0.65

Layout: RectangularPattern: sides Different (cover to longitudinaf reinforcement)Total steel area: As:7140 mm^2 at rho:1.59%

Top Bottom Le ft Ri ght

Bars 5 #25 5 #25 2 #25 2 #25Cover (mm) 63 . 5

Control Point s :

63. 5 63. 5 63.5

Axial Load P X-Moment y-Moment N.A. depth eps_t phiBendlng about kN kNm kNm nlm

X G Max compressionG Al l owabl e comp .

G fs - 0.0G fs - 0.5*fyG Balanced pointG Tension ControlG Pure bendingE Max tension

8668.3 0.006934.6 319.615882.2 463.974726.4 605.962872.0 660.621783. g 163.58

-0.0 5L1.07-2658.4 -0.00

-0.000.000.000.000.000.000.00

-0. 00

L366 -0 . AA2A7 0. 650496 -0.00044 0.550424 0.00000 0.650315 0.00103 0.650257 0.00201 0.650159 0.00500 0.90093 0.01060 0.9000 9.ggggg 0.900

STRUCTUREPOINT - spcolumn v4.20 (TM)15 day tria1 l-icense. Locking Code: 4-1F5BD. User: Rlcard HenryfC: \Documents and Settings\Ryan Ben Jacalan\My Documents\Col,s.col

HomePage 3rc/2L/Ae07:01 PM

1366 -0.002A1 0.650496 -0.00044 0.650424 0.00000 0.650315 0.00103 0.650257 0.00201 0.650159 0.00500 0.90093 0.01060 0.9000 9.99999 0.900

-X G Max compressionG Atlowable comp.E fs - 0.0G fs _ 0.5*fyG Balanced pointG Tension ControlG Pure bendingG Max tensi-on

*** End of outPut ***

8668.36934 .65882.24126.428] 2 .41783. 9

0.0-2658.4

-0.00-319.61-463 . gl-605. 96-664 .62-7 63.58-517.A1

-0.00

-0.00-0.00-0.00-0.00-0. 00-0.00-0.00-0.00

900 x 500 mm

oo

o

o

oo

oo

oX

o

oo

9

+

onP(kN)

(Pnnax)vtLt l\, tvt

(Pmax)

7t\ l"lfs= 0,/ fs=0 i

-B

ls=0

=l0i

\i\i\r

tj

I

----l-61

/

\

l0

\,t\

t\r\r, \.

t\

\------

50

30

/

,/.

---i2(

).5f!

8(

\m)

)0

Code: ACI 318-05

Units: Metric

Run axis: About X-axis

Run option: lnvestigation

Slenderness: Not considered

Column type: Structural

Bars: ASTM A615M

Date: 10121/09

Time: 19:A2.45(Pnrin)

-30(Pmin)

spcolumn v4.20.15 day trial license. Locking code: 4-1FSBD. user: Ricard Henry, Home

File: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COLS.col

Project: STUDY

Column: COLUMN 1 Engineer: RBAJ

fc = 27.58 MPa fy = 413.7 MPa Ag = a50000 mm^2 14 tt25 bars

Ec = 24683 MPa Es = 199955 MPa As = 7140 mm^2 rho = 1.59%

fc = 23.443 MPa Xo = 0 mm lx = 9.37e+009 mm^4

e-u = 0.003 mm/mm Yo = 0 mm ly = f,.Q{g+Q10 mm^4

Betal = 0.849999 Min clear spacing = 90 mm Clear cover = 63 mm

Confinement:Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65

o o o o

o o

o +xoo o

o o o o

450 x 900 mm

(Pmax)P ( 1*l (Pmax)

7000 l''

-16 00

-3000

fs=i\=Q

E^ rrn

t, i

\I

't

tl\r I\fs_ -i-i-,\/

X/\,l\,ltl

"l

-0

tl

il

tl

tl

lt

ti

fs=O. Sf!IJ\

t!

ti

___-___L__ L___

il

rrlr,lr'li:l

I

I,1t ,tiil

\rtL, L'IJ

fs= ) 5f!

\,\ annn

fvtLf

\r

\l\-+-124A

'

;

i

00 l0 -4 c0

-10

I ,400r1,1lii

\

8( 12

M;

00I((k i ,u

Nm)L.'U | 1/ I I r i

t/irrrt ./: I I I I

t/r !iir

" / i ; i I i

l//!1r1!t/rrrtl',/ I I I I I

/,tr i

/t r I i i I

/irtitt,/r rrrll

-/ ,- - : -- i----- -:-------l------l-/tirlrr

lilitttttt

lrtttilttrlilllLti!tt1rlrltrillrriiJ(Pmin)j i i l

rtI

ltlttirit1rliritlt!t,lt___,_l

(Pnnin)

Code: ACI 318-05

Units: Metric

Run axis. About X-axis

Run option: lnvestigation

Slenderness: Not considered

Column type: Structural

Bars: ASTM A615M

Date: 14121/09

Time: 18:37:44

spcolumn v4.20.15 day trial license. Locking Code: 4-1FSBD. User: Ricard Henry, Home

File: C :\Documents and Settings\Ryan Ben Jacalan\My Docurnents\COl 1 . col

Project STUDY

Column: COLUMN 1 Engineer: RBAJ

fc = 27.58 MPa ty = 413.7 MPa Ag = 405000 mm^2 14#25 bars

Ec = 24683 MPa Es = 199955 MPa As = 7140 mm^2 rho = 1.760/o

fc = 23.443 MPa Xo = 0 mm lx = 2.73e+010 mm^4

e_u = 0.003 mm/mm Yo = 0 mm ly = g.g!s+Q09 mm^4

Betal = 0.849999 Min clear spacing =74 mm Clear cover = 63 mm

Confinement Tied phi(a1 = 0.8, phi(b) = 0.9, phi(c) = 0.65