13-452-031Title :
D'9gnr;
Description
Scope :
Job
Date: 3:11PNI, 21 JAN 02
-- ---------- ----------------- - ------- ...... ... ...... ...... .. ...
Rev. 580000
Usu: KV%(-OFAYC4_ Ver 6.8 0, 1-0ec-2003
(,)1983-2003 ENERCALC Engineering bolftvara Sqm are Footling Design Page 'I
7
Description FOOTING A
General Information
Code Ref., ACI 3,18-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
J" J'7' dpi
Dead Load
7.100 k
Footing Dimension
3,000 ft
Live Load
3,800 k
Thickness
12.00 in
Short Terre Load
O.00G k
# of Bars
4
Seismic Zone
0
Bar Size
4
Overburden Weight
0.000 psf
Rebar Cover
3.250
Concrete Weight
145.00 pcf
rc
30,000.0 psi
LL 8, ST Loads Combine
Fy
60,000.0 psi
Load Duration Factor
1.330
Column Dimension
8.00 in
Allowable Soil Bearing
2,000.00 psf
Note: Load factoring supports 2003 IBC and
2003 NFPA 5000 by virtue, of their references to ACI 318-02 far
concrete design.
Factoring of entered loads to ultimate loads within this prograrn is according to A('_t 319-02 C.2
Reinforcing
... . ..... ....... ...
....... ....... . _ ------ --- -- -------- - - - ----
YIN..P11111,1111'iM4 frIl,.I 17§x5i.4&.nll,""�,.,,�'ll,�,�ll"���11'I k0.1
Rebar Requirement
Actual Rebar `d" depth used
8-500 in
As to USE per foot of Width
0,259 in2
200IFy
0.0033
Total As Req'd
0.778 in2
As Req'd by Analysis
0.0003 in2
Min Allow % Reirif
0,00,14
Min, Reinf % to Req'd
0.0014 %
ION spare x 12,Oin thick with 4- #4 bars
Max. Static Soil Pressure 1,356.11 psf Vu : Actual One-Way
Allow Static Soil Pressure 2,000.00 p5f Vn'Phi : Allow One-Way
Max. Short 'rerm Soil Pressure 1,356.11 psf Vu : Actual Two -way
Allow Short Term Soil PFeSSLJre 2,660.00 psf Vn'PJ-fl : Allow Two -way
Mu Actual 1.22 1c -ft / ft Alternate Rebar Selections_
Mn Phi: Capacity 10.17 k-ft I ft 4 # 4's 3 5's
2 9 Ts I # 8's
F'omflng OK
8.07 psi
294.45 psi
22-76 psi
588.90 psi
2 # 6's
I # 9's 1 -910's
rC