column design study

STRUCTUREPOINT - spcolumn v4"20 (TM) page 215 day trial license. Locking Code: 4-1F5BD. User: Ricard Henry, Home 10/21/09C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COl4.cof 06:57 pM

General Information:

File Name: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COl4.colProject: STUDYColumn: COLUMN 1 Engineer: RBAJCode: ACI 318-05 Units: Metric

Run Option: InvestigationRun Axis: X-axis

Material Properties:

Slenderness: Not consideredColumn Type: Structural

f'c : 27.58 MPa fy : 413.7 MPaEc : 24682.8 MPa Es : 199955 MPaUltimate strain : 0.003 mm/mmBetal : 0.849999

Sectlon:

Rectanqular: Width - 450 inm Depth-900 mm

Gross section area, Agi : 405000 rnm^2Ix : 2.13375e+010 mm^4 Iy : 6.83438e+009 mm^4Xo: Omm Yo: Omm

Reinforcement:

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

# 10# 1e#2e#43

10192943

7t # 13284 # 22645 # 32

L452 # 51

13223257

r29 # 16387 # 25819 # 36

25BL

T62536

199510

1006

Confinement: Tied; #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 longltudinal reinforcement)Total steel area: As:8160 mm^2 at rho:2.OIZ

Top Bot.tom Left Right

Bars2#252#256#256#25Cover (mm) 63.5 63.5 63.5 63.5

Control- Poi-nts:

Axial Load P X-Moment Y-Moment N.A. depth eps_t PhiBending about kN kNm kNm fl]m

X G Max compressionG Allowable comp.E fs - 0.0G fs _ 0.5*fyG Balanced pointG Tension ControlE Pure bendingG Max tension

8241 .3 -0. 006593.0 515.736034.2 659 .LJ4258.5 946. 852963.4 104 4.54L446.L 1302.5A

-0.0 1027 .39-3038.2 0.00

-0.000.000.00

-0.00-0.00-0.00-0.00

0.00

2654 -0. AA2A7 0. 550900 -0.00025 0.650824 -0.00000 0.650613 0.00103 0.6504BB 0.0A201 0.550309 0.00500 0.9002r7 0.0a812 0.900

0 9.99999 0.900

STRUCTUREPOfNT - spcol-umn v4..20 (TM)15 day trial Ij-cense. Locking Code: 4-1F5BD. User: Ricard Henry, HomeC:\Documents and Settings\Ryan Ben Jacalan\My Documents\COL4.col

Page 3ra/27/ae0 5 : 57 PM

2654 -0. 0A201 0. 650900 -0.00025 0.650824 0.00000 0.650613 0.00103 0.6504BB 0.00207 0.650309 0.00500 0.90027r 0.0a872 0.900

0 9.99999 0.900

-X E Max compfessionE Allowable comp.G fs - 0.0G fs -- 0.5*fyE Balanced pointG Tension ControlG Pure bendingG Max tension

*** End of outPut ***

8241 . 36593 . 0603A.24258 . 52963 .4L446 . L

-0. 0

-3038.2

-0.00-515.73-659.71-946. B5

-10 44.54-1302.50-1 0 27 .39

0. 00

-0.000.000.000.000.000.000.000. 00

o

o

o

o

o

o

o

o

+X

o

o

o

o

o

o

o

o

450 x 900 mm

R(KN)

(P nax)ot \ r'rf'\

(Prni*x)()\ tvv

fs 0V

l/t/-tt

,/t/

,i

etfs-

V0

/\lv, .tLrv

/\

fs =S 5f/

X AI \f1f'r

i=0.{tfy

/\ .+\ JL,L,

\,\i\ \frr1l//r

\ zlIt

\rl /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: 18:58.24

-1400

\i-\

-1C.--)b0

i\-6

I

I

00f-"-2 )0 6()0 14

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1--14

rNm)

00

at\nn

:"1 .\l/'(P min)

A \frJn

(Pm n)

'+ /UU

spColumn v4.20. 15 day trial license. Locking Code: 4-1F5BD. User: Ricard Henry, Home

File: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COl4.col

Project STUDY

Column: COLUMN 1 Engineer: RBAJ

fc = 27.58 MPa tl = 413.7 MPa Ag = 405000 mm^2 '16 #25 bars

Ec = 24683 MPa Es = 199955 MPa As = 8160 mm^2 rho = 2.01o/o

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

e_u = 0.003 mm/mm Yo = 0 mm ly = 6.83e+009 mm^4

Betal = 0.849999 Min clear spacing = 81 mm Clear cover = 63 mm

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

STRUCTUREPOINT - spcolumn v4,.20 (TM) Page 215 day trial license. Locking Code: 4-1F5BD. User: Ricard Henry, Home 10/21/09C:\Documents and Settings\Ryan Ben Jacal-an\My Documents\COl4.cof 06:53 PM

General Information:

File Name: C:\Documents and Sett.ings\Ryan Ben Jacal-an\My Docum-e-nts\COl4.cotProj ect: STUDYColumn: COLUMN 1Code: ACI 318-05



f'c : 27.58 MPa fy : 413.7 MPaEc : 24682.8 MPa Es : 199955 MPaUltimate strain : 0. 003 mm,/mmBetal : 0.849999

Section:

Rectangular: Width : 900 nlm Depth - 450 mm

Gross section area, Ag : 405000 mm^2Ix : 6.83438e+009 mm^4 Iy : 2.73375e+010 mm^4Xo: Omm Yo: Omm

Rei-nforcement:

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

Engineer: RBAJUnits: Metric


# 10# 1e#2e#43

10792943

7L # 13284 # 22645 # 32

1452 # 57

13223251

729 # 76387 # 25819 # 36

2587

T62536

799510

1006

Conflnement: Tied; #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 longitudinal- reinforcement)Total steel area: As:6120 mm^2 at rho:1.51?

Top Bottom Left Right

Bars6#256+250#250#25Cover (mm) 63.5 63.5 63.5 63.5

Control Points:

Axial- Load P X-Moment Y-Moment N.A. depth eps_t PhiBending about kN kNm kNm mm

X G Max compressionG Allowable comp.E fs - 0.0G fs - 0.5*fyG Balanced pointI Tension ControlI Pure bendingG Max tension

7723. B 0.006L79.0 269.745133.5 403.683 50 4 .9 522 .992497.6 569 .661812.6 646.39

-0.0 392.48-227 B .7 0.00

0.000.000.000.000.000.000.00

-0.00

L204 -0. A02A7 0.650450 -0.00051 0.650374 0.00000 0.65021 B 0.00103 0.650221 0.0A201 0.650140 0.00500 0.90074 0.0L279 0.9000 9.99999 0.900

STRUCTUREPOINT spcolumn v4.24 (TM)15 day trial license. Locking Code : 4-1F5BD.C: \Documents and Settings\nyan Ben Jacalan\My

User: Ricard Henry,Documents \COr,4 . col

Paqe 3LA/2L1Ae05:53 PM

L204 -0. AA201 0. 650450 -0.00051 0.65031 4 0.00000 0.65021 B 0.00103 0.65022r 0.0a2a7 0.550140 0.00500 0.90074 0.0I2r9 0.9000 9.99999 0.900

Home

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

* '( * End of outPut * * *

1123.86179.05133. 6

3604.9249L.61812 . 6

-0.0-22J B .7

-0.00-269 . 14-403.68-522 .99-569.66-646.39-392.48

0.00

0.00-0.00-0.00-0.00-0.00-0.00-0.00-0.00

)

900 x 450 mm

o o oyo o o

+xo o o o o o

(Pmax)

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fs=0

T

,fs=0

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",/,/t/t/t/

,fs=0

\

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////

3 Sfy

Code. ACI 318-05

Units: Metric





Bars: ASTM A615M

Date: 1A121109

Time: 18.54.00

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.)"/"./

-7I

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ritliiirlrrrl, 2nnn l

(Pm n)

vt\r\rLt

spColumn v4.20. 15 day trial license. Locking Code: 4-1FSBD. User: Ricard Henry, Home

File: C :\Documents and Settings\Ryan Ben Jacalan\My Docu ments\COl4. col

Project STUDY


fc = 27.58 MPa fy = 413.7 MPa Ag = +05000 mm^2 12f25 bars

Ec = 24683 MPa Es = 199955 MPa As = 6120 mm^2 rho = 1.51a/o

fc = 23.443 MPa Xo = 0 mm lx = 6.83e+00g mm^4



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

STRUCTUREPOINT - spcofumn v4.20 (TM)15 day trial lj-cense. Locking Code: 4-1F5BD. User: Ricard Henryf HomeC:\Documents and Settinqs\Ryan Ben Jacalan\My Documents\COL3.col

General fnformation:

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

Settings \Ryan Ben Jacalan\lty Documents \COl-,3 . col

Ccde : ACI 318-05Engineer: RBAJUnits: Metric




f' c : 27 .58 MPa

Pagre 27A / 27 / Ae05:48 PM

fyEs

4L3.1 MPa199955 MPaEc - 24682.8 MPa

Ultimate strain - 0.003 mm/mmBetal - 0.849999

Section:

Rectangular: Width - 450

Gross section area, Ag -Ix _ 3.4l_1 L9e+009 mm^4Xc- 0fiIm

Reinforcement:

3"4L7L9e+009 mm^40 nrm

Si ze Diam (mm) Area (mm^2 ) Si ze Diam (mm) Area (mm^2 )

mm

2A2500 mm^2

Depth - 450 nrm

Iy -Yo-

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

#10 10 1r #13 13 729 #16 16#19 19 284 #22 22 387 #25 25*29 29 645 #32 32 819 #36 36# 43 43 1_452 # 57 57 258r

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

Layout: RectangularPattern: Al-I Sides Equal (Cover to longitudinal reinforcement)Total- steef area: As:2040 mm^2 at rho:1.01?4 #25 Cover : 63.5 mm

Control Points:

Y-Moment N.A. depthkNm film

799510

1006

eps t PhiBending about

Axial Load PKN

X-MomentkNm

-X

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

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

3503.22BB2 .52437 .477 47 .7L260. 3

981.3-0.0

-1 59.6

3603.22BB2 .52437 .4L1 47 .7L260 . 3

981.3-0.0

-1 59 . 6

-0.00I21 .L2IB2. 5 9232.A4246.18217 .84138.02-0.00

-0.00-L27 .L2-182.59-232.A4-246.18-277 .84-138.02

-0.00

-0.00-0.00

0.000.000.000.000.00

-0.00

-0.00-0.000.000.000.00

-0.00-0.00-0.00

L204 -0.00201442 -0.0004631 4 -0.0000021 B 0.0010322L 0.0A2A1140 0.0050062 0.015000 9 . gggg9

!244 -0. 00201442 -0.0004631 4 0.00000278 0.00103221 0.0A2A1140 0.0050062 0.015000 9 . ggggg

0. 6500. 6500. 6500. 5500. 6500. 9000. 9000.900

0. 6500. 6500. 6500. 6500. 6500. 9000. 9000. 900


450 x 450 mm

o

o

o

o

v

+

AP(kN)

nnn

(F max)

- \lLrlvt

(Pmax)

2 nnn

fs "/'=a/\

\r' -0

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f,s=0,5

r,,

I vlJl\,

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t\

\4 ,111rr,/'

/,/lil

,/l,tt

Code: ACI 318-05

Units: Metric




Column type. Structural

Bars: ASTM A615M

Date: 10121/09

Time: 18:50:10

\\:\i\

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

File: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COl3.col

Project: STUDY


fc = 27.58 MPa N = 413.7 MPa Ag= 2A2500 mm^2 4lt2lbarsEc = 24683 MPa Es = 199955 MPa As = 2040 mm^2 rho = 1.01o/o

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

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


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

STRUCTUREPOINT - spcolumn v4.20 (TM) page 215 day triaf license. Locking Code: 4-1F5BD. User: Ricard Henry, Home 10/21/09C:\Documents and Settings\Ryan Ben Jacalan\My Documents\Col1.col 06:35 pM

General- fnformation:

File Name: C:\Documents and Settings\Ryan Ben Jacalan\My Documents\COl1.colProject: STUDYColumn: COLUMN 1 Engineer: RBAJCode: ACI 318-05 Units: Metric




f'c : 21.58 MPa fy : 413.7 MpaEc : 24682.8 MPa Es : 199955 MpaUftimate strain : 0.003 mm/mmBetal : 0.849999

Section:

Rectangular: Width - 450 nrm Depth - 900 mm

Gross section area, Agi : 405000 run^2Ix : 2.73315e+010 mm^4 Ty : 6.83438e+009 mm^4Xo: Omm Yo: Omm

Reinforcement:

Bar Set: ASTM A615MSj-ze Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2)

# 10# 19#2e#43

10192943

17 # 13284 # 22645 # 32

1452 # 51

13223257

l.29 # 16387 # 25819 # 35

25BI

162536

199510

1005

Confinement: Tied; *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 longitudinal reinforcement)Total- steef area: As:7140 mm^2 at rho:1.162

Top Bottom Left Right

Bars4+254#253+253#25Cover (mm) 63.5 63. 5 63. 5 63. 5

Controf Points:

Axiaf Load P X-Moment Y-Moment N.A. depth eps_t phiBending about kN kNm kNm rTlm

X G Max compressionG Al l owabl e comp .

G fs - 0.0G fs - 0.5*fyG Balanced pointG Tension ControlE Pure bendingG Max tension

7982.6 -0.006386.0 547.955813.8 706.164099.1 1015.562887.0 IL42.571 900 . 5 L432 .5J

0.0 995.27-2658 . 4 -0.00

-0.00-0.00-0.00-0.00-0.00-0.00-0.00

0.00

2654 -0. AA2A7 0. 5509A2 -0. AAA26 0. 650824 -0.00000 0.650613 0.00103 0.6504BB 0.002A1 0.550309 0.00500 0.900163 0.0L2L1 0.900

0 9.ggggg 0.900

STRUCTUREPOINT - spcol-umn v4.20 (TM)15 day t.rial license-. Locking Code: 4-1F5BD. User: Ricard Henry,C:\Documents and Settlngs\Ryan Ben Jacal-an\My Documents\COL1.col

HomePage 3ra/27/ae05:35 PM

2654 -0. AA201 0. 650902 -0.00026 0.650824 0.00000 0.650613 0.00103 0.6504BB 0.0A2A1 0.650309 0.00500 0.900163 0.0r2\1 0.900

0 9.99999 0.900

-X G Max compressi-onG Allowable comp.G fs _ 0.0G fs - 0.5*fyG Balanced pointE Tension ControlE Pure bendingG Max tension


7 9B 2 .66386.05813. B

4499 . 12BB7 . 01900.5

0.0-2658.4

-0.00-547 . g5

-7 06 .1 6-1015.56-11 42.5I-L432 .51

-995 .2A-0.00

-0.00-Q.00

0.000.000.000.000. 000. 00

STRUCTUREPOINT spcolumn v4.2A (TM)15 day trial license. Locking code: 4-1F5BD.untitled. col

General Inf ormation:

File Name : untitled. colProj ect : STUDYColumn: COLI]MN iCode: ACr 318 -02



f'c - 27 .58 MPaEc - 24855.5 MPaUltimate slrain - 0.003 mm/rnmBetal - 0.85

Section:

Rectangular: Inlidth - 450 $un

Gross section areaf Ag - 2A2500 mmn2Ix - 3.4L7L9e+009 mm^4Xo- 0rnm

Reinfcrcement:

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

User: Ricard Henry, Home

Engineer: RBAJUnits: Metric

Slenderness : Not consideredColumn Type: Structural

Page 27A/2L/AeA6:22 PM

fyEs

473 .7 MPa799955 MFa

Denlh =: 450 mnr.vvI/ vra

3.4L1 L9e*009 mm^40mm

Size Diam (mrn) Area (mm^2) Si ze Diam (mm ) Area (mm^ 2 )

Iy -Yo-

#10 10 1r #13 13 129 #16 1,6#19 L9 284 #22 22 387 #25 25#29 29 64s #32 32 819 #36 36# 43 43 7452 # 51 57 258L

Confinement: Tied; #10 ties with #32 bars, #13 with J_arger bars.phi (a) : 0.8, phi (b) : 0.9, phi (c) : 0. 65

Layout: RectangularPattern: Al-1 sides Equal (cover to longitudinal reinforcement)Total steel area: As:6120 mm^2 at rho:3.02%72 #25 Cover : 63.5 mm

Control- Points:

Y-Moment N. A. depthkNm mm

!99510

1006

eps t PhiBending about

Axial Load P

KNX-Moment

kNm

X G Max compressionG Allowable comp.E fs - 0.0G fs - 0.5*fyG Balanced pointG Tensi-on ControlG Pure bendingG Max tension

-X G Max compressionG Altowable comp.G fs - 0.0G fs - 0.5*fyE Baianceci pcintG Tension ControlG Pure bendingG Max tension


4538. 1

3770.529BL . Jrgg g. 3L2A2 . r313.1-0. 0

-221 B .1

4638. 1

37L0.529BL .71999.31202 .7313. 1

-0.0-22] B .1

-0.00140.04226 .32291 .22331.55380.52348.18-0.00

-0.00-]_40.04-226 " 32-291 .22-331.55-38A.52-348.18

-0.00

-0. 000.000.000. 000.00U. UU

0. 000.00

-0.00-0. 00

0.000.00

-0.00-0, 00-0.00

0. 00

r2a4 -0.462 -0.37 4 -0.278 0.22r 0.140 0.r23 0.

0 g.

7244 -0.462 -0.374 0.21 B 0.nn4ZZI U.140 0.723 0.

0 g"

042a1 0. 65000057 0. 65000000 0. 55000103 0. 65000207 0. 65000500 0. 90000610 0. 90099999 0.900

aa2a7 0. 55000057 0. 65000000 0. 55000103 0. 55040201 0.65000500 0. 90000610 0. 90099999 0. 900

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





Bars: ASTM l{615M

Date: 14121109

Time. 18:33:49

-4

(l\i

30 I

\-\31

a\

---ll0i -2t30l--

-1---l)0;

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2(!0I

3(

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.{ 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




Column type. Structural

Bars: ASTM ,4615M

Date: 14,21/09

Time: 18:44:03

-3 50

\l\r'\\ l\l

\.1I

-z:\5D..

\-1

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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



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




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


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


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


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





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


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


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




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


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