D.L COL.

1[KIPS] 69
L.L COL. 1[KIPS] 7
service
D.L COL. 2[KIPS] 183
L.L COL. 2[KIPS] 42
COL. DIM 1[b][in] 14
COL. DIM 1[h][in] 18 COL. 2 OF LARGE
COL. DIM 2[b][in] 14
COL. DIM 2[h][in] 18
ALL. SOIL PRESSURE[Ksf] 2.204
f'c[Psi] 2400
x'[ft][from COL.1] 2.8
DIST. From footing edge to centre of C1[ft] 6.3218 no.
DIST. From footing edge to centre of C1[PRO.][ft] 6.3250 2
L[ft] 18.2093 3
PROPOSED L[ft] 18.2500 4
REQD. AREA[in^2] 150.22686025 5
D.L COL. 1[KIPS] 82.8 6
L.L COL. 1[KIPS] 11.2 8
ultimate
D.L COL. 2[KIPS] 219.6 10
L.L COL. 2[KIPS] 67.2
NET SOIL PRESSURE[Ksf] 2.5292
Vu(@ outer face COL. 1)[KIPS] 116.3266
Vu(@ interior face COL. 1)[KIPS] -53.6252
Vu(@ outer face COL. 2)[KIPS] 154.9282
Vu(@ interior face COL. 2)[KIPS] 100.5732
POINT OF ZERO SHEAR[ft] -2.57001
assumed d[in] 15
ONE WAY SHEAR
Vu1[KIPS] 74.490958904
d[in] 10.239328831 ok!
2 WAY SHEAR
b0[ft] 10.333333333
COL.2 Vu2 269.99147641
d[in] 14.814994447 ok!
b0[in] 10.333333333
COL.1 Vu2 269.99147641
d[in] 14.814994447 ok!
R/F in LONG DIR.
Ru -206.3866914
steel % -0.003627871
As[in^2] 4.9005
Bar dia 4
spacing[in] 3.9595959596
Min As(shrinkage)[in^2] 3.2076
Bar dia 4
spacing[in] 6.049382716
R/F under exterior COL. 1
Bandwidth[in] 97.9
Net upward pressure in short dir.[K/ft] 11.393939394
dist. From free end to face of col. 1[ft] 3.5416666667
Mu[K-ft] 71.459385522
Ru[psi] 38.929185167
steel % 0.0007286133
As[in^2] 3.17196
Bar dia 6
spacing[in] 13.641975309
R/F under exterior COL. 2
Bandwidth[in] 120.1
Net upward pressure in short dir.[Ksi] 34.763636364
dist. From free end to face of col. 1[ft] 3.5416666667
Mu[K-ft] 218.02714646
Ru[Ksi] 96.820270426
steel % 0.0018426392
As[in^2] 7.13394
Bar dia 6
spacing[in] 7.4410774411
 18.25

COL. 2 OF LARGE LOAD

COL. 1

2.8 ft
AREA
0.044
0.11
0.196
0.306
0.442
0.785
1.227

6.3250 ft 3.75

SFD

116.3266 KIPS

-53.62521 KIPS

BMD
324.2603 K-ft
 18.25 ft

Pr(KIPS)
COL. 2
8.25 ft

ft 8.175 ft

SFD

100.5732 KIPS

154.928219178 KIPS

BMD
-383.1053 K-ft 94
-1.986677
10.43288
18.82104
-383.1053
575.17 K-ft