1
x y 800 x 800 mm Code: ACI 318-02 Units: Metric Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615M Date: 04/21/15 Time: 11:29:22 pcaColumn v3.64. 15 day trial license. Locking Code: 4-1F6B2. User: Owner, its File: C:\Users\Owner\Desktop\software kolom\part 2.col Project: Kolom Column: Kolom Tugas Engineer: Karim f'c = 30 MPa fy = 350 MPa Ag = 640000 mm^2 24 #19 bars Ec = 25743 MPa Es = 199955 MPa As = 6816 mm^2 Rho = 1.07% fc = 25.5 MPa fc = 25.5 MPa Xo = 0 mm Iy = 3.41e+010 mm^4 e_u = 0.003 mm/mm Yo = 0 mm Iy = 3.41e+010 mm^4 Beta1 = 0.83245 Clear spacing = 94 mm Clear cover = 50 mm Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 P ( kN) Mx (kN-m) 14000 -4000 1800 -1800 (Pmax) (Pmin) fs=0.5fy fs=0 fs=0.5fy fs=0 1

PcaColumn Diagram 2

Embed Size (px)

DESCRIPTION

PCA column calculation

Citation preview

Page 1: PcaColumn Diagram 2

x

y

800 x 800 mm

Code: ACI 318-02

Units: Metric

Run axis: About X-axis

Run option: Investigation

Slenderness: Not considered

Column type: Structural

Bars: ASTM A615M

Date: 04/21/15

Time: 11:29:22

pcaColumn v3.64. 15 day trial license. Locking Code: 4-1F6B2. User: Owner, its

File: C:\Users\Owner\Desktop\software kolom\part 2.col

Project: Kolom

Column: Kolom Tugas Engineer: Karim

f'c = 30 MPa fy = 350 MPa Ag = 640000 mm^2 24 #19 bars

Ec = 25743 MPa Es = 199955 MPa As = 6816 mm^2 Rho = 1.07%

fc = 25.5 MPa fc = 25.5 MPa Xo = 0 mm Iy = 3.41e+010 mm^4

e_u = 0.003 mm/mm Yo = 0 mm Iy = 3.41e+010 mm^4

Beta1 = 0.83245 Clear spacing = 94 mm Clear cover = 50 mm

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

P ( kN)

Mx (kN-m)

14000

-4000

1800-1800

(Pmax)

(Pmin)

fs=0.5fy

fs=0

fs=0.5fy

fs=0

1