13-452-029q
Title Job # 111'n
Dsgnr: Date: 3:00PIVI, 21 JAN 02
Description
Scope :
--- -- -- --- --
user . KIN-O&D5358, Vei 5.6,1, 25-Oct cl
-2002 Rectangular GoriVte Columl, Page I
(Cj 1983-20,02 FNFR(,At-(, Engineering soft"vare
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713,
Description COLUMN 8X18
General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements
C (,� 11.; V-n n. is ()K
18,00 x 8-00in Column, Rebar: 346 cv 2,001n, 346 @ 6,00ir,
Width
18.000 in fC 3,000.0 psi
Total lHeight
17.000 ft
Depth
8.000 in Fy 60,000.0 psi
Unbraced Length
17-000 ft
Rebar:
Seismic Zone 0
Eff. Length Factor
1.000
3 - if 6 d =
2000 in LL & s-r Loads Act Together
Column is BRACED
Combined Eccentricity
3- # 6 d =
6,000 in
5,050.106 in
Magnification Factor
1.00
1-00
1.00
Design Eccentricity
0.840 in
1,084-458 in
Dead Load Live Load
Short Term
EVcceniric3i Z
Axial Loads
0.100 k 0.100 k
k
in
Lateral Point Loads
415.09 k
P : Balanced
Location
# 1
k k
3.120 k
14.000 It
ft 2
k k
3.130 k
6.300 ft
C (,� 11.; V-n n. is ()K
18,00 x 8-00in Column, Rebar: 346 cv 2,001n, 346 @ 6,00ir,
Slenderness per ACI 3-18-95 Section 10.92 & 30.93
Aefual k Lu / r 85.000
ACI 9-1
ACI 9-2
ACI 9-3
Applied : Pu : Max Factored
0.28 k
0.2.8 k
0.06
Allowable : Pri * Phi @ Design Ecc.
276.99 k
0, 61 k
019 k
M-critical
0.02 k-ft
25,24 k-ft
25.25 k-ft
Combined Eccentricity
0.840 in
1,081.915 in
5,050.106 in
Magnification Factor
1.00
1-00
1.00
Design Eccentricity
0.840 in
1,084-458 in
5,053-661 in
Magnified Design Moment
0.02 k-ft
25.30 k-ft
25.27 I. -ft
P0 ".80
415.09 k
415,09 k
415.09 k
P : Balanced
'106.14 lK
106,14 k
106,14 k
Ecc: Balanced
5.625 in
5.626 ia
.. .... ....
5.625 in
Slenderness per ACI 3-18-95 Section 10.92 & 30.93
Aefual k Lu / r 85.000
Elastic Modulus
3,122.0 ksi
Beta
0.850
Q . ES1. - 1) 1.
¢yQj_C_g_2-2
ACI Eq 9..3
Neutral Axis Distance
7,6500 in
2.0650 irl
2,0500 in
Phi
0.7000
0.8978
0,8993
Max Limit kVr
34.0000
34,0000
34,0000
Beta = KsustainedlM:max
0.4286
0.4286
1.0000
cm
0-6000
1.0000
1.0000
El 11000
671,36
671.36
479,54
PC : pi A2 E I / (k Lu)12
159.22
159.22
11333
alpltja: MaxPu 1( 75 Pc)
0,0023
0.0023
0,0007
Delta
1.0000
1.0024-
1.0007
Ecc: Ecc Loads + Moments
0.840
1,081.915
5,050.106 in
Design Ecr, = Ecc' Delta
0.840
1,084,458
5,053.661 in
.. ..... .. . ...
I ACI Factors (per ACI, applied internally to entered loads)
-
-------
ACI 9-1 & 9-2 DL 1,200
ACI 9-2 Group Factor
1.000
LIBC 1921,2Y "1.4" Factor
1,400
ACI 9-1 & 9-2 LL '1.600
ACI 9-3 Dead Load Factor
0.600
UBC 1921.2.7 "0.9" Factor
0.900
ACI 9-1 & 9-2 ST 1.600
ACI 9-3 Short'Ferm Factor
1.600
....seismic = 3-T 1.100