13-452-028-------- - ------
Ussi: KVI-06053,50. V"y 56 .1, 215-0ct-2002
( ';)19C,3 2002 h�l-R�ld Cn,gh ding 59f< se
COLUMN 8X16
. - -- - -- - ------------
General Information
Width 13.000 in
Depth 8.000 in
Rebar:
3-- # 6 d = 2.000 in
3- r 5 d = 6.000 in
..'Me :
Osgilr:
Description
Scope:
. .........
"1'6" (AAHAUffi
Job #
Date: 3:09PNII, 21 JAN 02
Page I
Calculations are designed to ACI 318-95 and'1997
UEIC Requirements
PC 3,000.0 psi
Total Height 15.500
Fy
60,000,0 psi
Unbraced Length
ft
15.500 ft
Seismic Zone
0
t-" f. Length Factor
1.000
LL & :)'T- Loads
Act - Together
Column is BRACED
Location
Dead Load
Live Load
Short Ten
EccentrKt-Y-
Axial Loads 0.1001,
0.100 k
k
Lateral Point Loads
in
Location
.91
k k
1.340 k
,13.2.00 ft
ft -, 2
k k
1.300 k
6.250 ft
77
Surrmuny
............
- ------
8-00 >C 8.00in COklmn, Rebar: 34.5
2.0041, 345 @ 6.00in
ACI 9-1
ACI 9-2
ACI 9-3
Applied : Pu . lax Factored
6-.28K
0,28 X
0.06 k
I Allowable : Pn ' Phi @ Design Ecc.
142.42 k
0.44 k
0.25 k
Im-critical
0.02 k-ft
13.36 k-ft
13.36 k-ft
Combined Eccentricity
0.840 in
572.427 in
2,672.560 in
Magnification Factor
1.00
1,00
1.00
Design Eccentricity
U40 in
574.934 in
2,676.059 in
Magnified Design Moment
0.02 k-ft
13,42 k-ft
13.38 k. -{t
Po .80
2,16.05 k
216,05 k
216,05
P : Balanced
38,74 k
38,74 k
3814 k
Ecc : Balanced
8.541 irr
6.541 iti
8-541 ?u
Slenderness /fit *AC13-18-95SectiotI ,10.12&10.13
-N W
Actual k Lu I r 77.500
Elastic Modulus
3,122.0 ksi
Beta 0.850
ACI Ect 9-3
Neutral Axis Distance
7,7400 in
2.41300 in
2A750 in
Phi
0.7000
0.8964
0.8980
Max Limit kl/r-
34,0000
'34.0000
34.0000
Beta = M-1sustained/Urnax
0.4286
0A286
1.0000
CM
0.6000
1-0000
1.0000
El 1 1000
300,22
300,22
214.44
PC pjA2 E I I (k Lu)"2
85.65
85.65
61.18
al ' pha: MaxPu 1 (.75 Pc)
0.0044
0.0044
0.0013
Delta
1.0000
1,0044
'1.0013
Ecc: Ecc Loads + Morrielits
0.840
572,427
2,672.560 in
Design Ece = Ecc ' Delta
0,840
574,934
in
ACI Factors (per ACI, applied internally to entered leads)
ACI 9-1 & 9 -2 DL 1.200 Ail 9-2 Group Factor "1.4"
1.000 UBC 1921.2,7
Factor 1,400
ACI 9-1 & 9-2 LL 1.600
ACI 9-3 Dead Loath Factor
0,600 UBC 1921,23
"0.9" Factor 0-900
ACI 9-1 & 9-2 ST 1.600
ACI 9-3 Short T'errn Factor
1.000
....seismic = ST 1,100