HomeMy WebLinkAboutSTRUCTURAL CALCS - 22-00588 - Cedar Point Trucking - New Commercial BldgFROST Structural Engineering
1020 Lincoln Road Phone: 208.227.8404
Idaho Falls, ID 83401 Fax: 208.227.8405
www.frost-structural.com
Project: Cedarpoint Trucking Metal Building
Client: Titan Steel
Project No.: IF22-330
Date:
Engineer :
SEAL:
FSE
August 18, 2022
August 18, 2022
STRUCTURAL CALCULATIONS
DBP
1 of 27
15
'
-
0
"
1
2
3
4
50'-6"
A BL
B BL
1 2 3
15
6
'
-
0
"
100'-0"
1
2
6"24'-6"25'-0"25'-0"24'-6"6"
3
4
52
'
-
0
"
52
'
-
0
"
52
'
-
0
"
B BL
C
D
E
F
G
J BL
1
BL
2 3
BL
4 5
BL
1-B
P= 10.82
U= 3.82
H= 3.32
B-4
P= 15.84
U= 14.31
H= 9.00
B-3
P= 15.72
U= 14.43
H= 8.93
J-4
P= 17.14
U= 15.31
H= 7.13
J-3
P= 17.28
U= 15.16
H= 7.16
1-C
P= 14.03
U= 5.63
H= 2.65
1-D
P= 14.03
U= 4.59
H= 2.81
1-E
P= 13.67
U= 4.46
H= 2.97
1-F
P= 14.15
U= 4.70
H= 3.13
1-G
P= 13.14
U= 4.47
H= 3.31
1-J
P= 7.54
U= 2.82
H= 2.09
5-B
P= 7.10
U= 2.41
H= 2.68
5-C
P= 14.30
U= 4.88
H= 2.64
5-D
P= 13.89
U= 4.47
H= 2.81
5-E
P= 13.74
U= 4.45
H= 2.97
5-F
P= 14.06
U= 4.60
H= 3.13
5-G
P= 13.27
U= 4.40
H= 3.31
5-J
P= 7.48
U= 2.55
H= 2.11
2-B
P= 33.36
U= 7.75
H= 6.45
3-B
P= 28.47
U= 6.59
H= 6.00
4-B
P= 24.59
U= 5.87
H= 5.65
2-J
P= 23.74
U= 6.10
H= 5.30
3-J
P= 23.90
U= 5.44
H= 4.90
4-J
P= 23.75
U= 5.73
H= 4.97
2-D
P= 55.96
U= 13.74
H= 1.55
2-F
P= 57.34
U= 14.32
H= 0.85
3-D
P= 56.87
U= 12.42
H= 1.59
3-F
P= 57.89
U= 13.09
H= 0.85
4-D
P= 56.40
U= 13.35
H= 1.26
4-F
P= 57.22
U= 14.15
H= 0.79
1-A
P= 4.68
U= 1.34
H= 1.00
2-A
P= 11.06
U= 2.10
H= 1.86
3-A
P= 4.77
U= 1.36
H= 1.02
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
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2 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =0.47 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =4.21 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 7.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >30 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >5 OK
q min (psf) =520 q max (psf) =520 OK
qu-max (psf) =811 qu at edge of base (psf) =811
qu-min (psf) =811 qu at edge of base (psf) =811
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0002 Fy (psi) = 60000
Mu (k-ft) = 0.41 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 269 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0001 Fy (psi) = 60000
Mu (k-ft) = 0.20 area of bar = 0.20 Min p =0.0001 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 539 Use p =0.0001 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
1-A Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
1-A
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
3 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.08 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =9.74 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 16.9 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >68 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >12 OK
q min (psf) =1202 q max (psf) =1202 OK
qu-max (psf) =1875 qu at edge of base (psf) =1875
qu-min (psf) =1875 qu at edge of base (psf) =1875
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0004 Fy (psi) = 60000
Mu (k-ft) = 0.94 area of bar = 0.20 Min p =0.0005 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.03 Spacing (in) = 116 Use p =0.0005 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0002 Fy (psi) = 60000
Mu (k-ft) = 0.47 area of bar = 0.20 Min p =0.0003 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 233 Use p =0.0003 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
1-B Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
1-B
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
4 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.40 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.63 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.9 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >102 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >18 OK
q min (psf) =1145 q max (psf) =1145 OK
qu-max (psf) =1787 qu at edge of base (psf) =1787
qu-min (psf) =1787 qu at edge of base (psf) =1787
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.40 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 78 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.70 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 156 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
1-C Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
1-C
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
5 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.40 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.63 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.9 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >102 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >18 OK
q min (psf) =1145 q max (psf) =1145 OK
qu-max (psf) =1787 qu at edge of base (psf) =1787
qu-min (psf) =1787 qu at edge of base (psf) =1787
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.40 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 78 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.70 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 156 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
1-D Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
1-D
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
6 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.37 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.30 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >100 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >17 OK
q min (psf) =1116 q max (psf) =1116 OK
qu-max (psf) =1741 qu at edge of base (psf) =1741
qu-min (psf) =1741 qu at edge of base (psf) =1741
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.36 area of bar = 0.20 Min p =0.0007 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 80 Use p =0.0007 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.68 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 160 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
1-E Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
1-E
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
7 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.42 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.74 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 22.1 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >103 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >18 OK
q min (psf) =1155 q max (psf) =1155 OK
qu-max (psf) =1802 qu at edge of base (psf) =1802
qu-min (psf) =1802 qu at edge of base (psf) =1802
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.41 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 77 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.70 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 155 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
1-F Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
1-F
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
8 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.31 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =11.83 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 20.5 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >83 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >15 OK
q min (psf) =1460 q max (psf) =1460 OK
qu-max (psf) =2278 qu at edge of base (psf) =2278
qu-min (psf) =2278 qu at edge of base (psf) =2278
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0005 Fy (psi) = 60000
Mu (k-ft) = 1.14 area of bar = 0.20 Min p =0.0006 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.04 Spacing (in) = 95 Use p =0.0006 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.57 area of bar = 0.20 Min p =0.0003 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 191 Use p =0.0003 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
1-G Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
1-G
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
9 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =0.75 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =6.79 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 11.8 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >48 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >9 OK
q min (psf) =838 q max (psf) =838 OK
qu-max (psf) =1307 qu at edge of base (psf) =1307
qu-min (psf) =1307 qu at edge of base (psf) =1307
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.65 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 167 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0001 Fy (psi) = 60000
Mu (k-ft) = 0.33 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 334 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
1-J Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
1-J
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
10 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.11 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =9.95 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 17.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >70 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >13 OK
q min (psf) =1229 q max (psf) =1229 OK
qu-max (psf) =1917 qu at edge of base (psf) =1917
qu-min (psf) =1917 qu at edge of base (psf) =1917
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0004 Fy (psi) = 60000
Mu (k-ft) = 0.96 area of bar = 0.20 Min p =0.0005 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.03 Spacing (in) = 113 Use p =0.0005 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0002 Fy (psi) = 60000
Mu (k-ft) = 0.48 area of bar = 0.20 Min p =0.0003 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 228 Use p =0.0003 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
2-A Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
2-A
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
11 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =3.34 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =30.02 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 52.0 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >221 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >46 OK
q min (psf) =1334 q max (psf) =1334 OK
qu-max (psf) =2082 qu at edge of base (psf) =2082
qu-min (psf) =2082 qu at edge of base (psf) =2082
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.00 Bar size =#5 p =0.0010 Fy (psi) = 60000
Mu (k-ft) = 4.16 area of bar = 0.31 Min p =0.0014 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.11 Spacing (in) = 52 Use p =0.0014 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 41.7 OK
Check Development Length
L' short (ft) = 2.00 Bar size =#5 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 2.08 area of bar = 0.31 Min p =0.0007 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.05 Spacing (in) = 104 Use p =0.0007 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 41.1 OK
2-B Use:
w/ 2 #5 Top and Bottom
5.0 feet long x 5.0 feet wide x 12'' thick Footing
Each Way
2-B
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
12 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =5.60 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =50.36 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 87.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =6.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =6.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >349 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >81 OK
q min (psf) =1324 q max (psf) =1324 OK
qu-max (psf) =2066 qu at edge of base (psf) =2066
qu-min (psf) =2066 qu at edge of base (psf) =2066
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.75 Bar size =#5 p =0.0020 Fy (psi) = 60000
Mu (k-ft) = 7.81 area of bar = 0.31 Min p =0.0026 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.21 Spacing (in) = 27 Use p =0.0026 Ld3 (in) =12
Total Bars = 4 Less than pmax, OK Available Ld (in) = 50.7 OK
Check Development Length
L' short (ft) = 2.75 Bar size =#5 p =0.0010 Fy (psi) = 60000
Mu (k-ft) = 3.91 area of bar = 0.31 Min p =0.0014 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.10 Spacing (in) = 55 Use p =0.0014 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 50.1 OK
2-D, 3-D Use:
w/ 4 #5 Top and Bottom
6.5 feet long x 6.5 feet wide x 12'' thick Footing
Each Way
2-D, 3-D
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
13 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =5.73 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =51.61 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 89.5 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =6.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =6.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >357 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >83 OK
q min (psf) =1357 q max (psf) =1357 OK
qu-max (psf) =2117 qu at edge of base (psf) =2117
qu-min (psf) =2117 qu at edge of base (psf) =2117
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.75 Bar size =#5 p =0.0020 Fy (psi) = 60000
Mu (k-ft) = 8.01 area of bar = 0.31 Min p =0.0027 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.21 Spacing (in) = 26 Use p =0.0027 Ld3 (in) =12
Total Bars = 4 Less than pmax, OK Available Ld (in) = 50.7 OK
Check Development Length
L' short (ft) = 2.75 Bar size =#5 p =0.0011 Fy (psi) = 60000
Mu (k-ft) = 4.00 area of bar = 0.31 Min p =0.0014 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.10 Spacing (in) = 54 Use p =0.0014 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 50.1 OK
2-F, 3-F Use:
w/ 4 #5 Top and Bottom
6.5 feet long x 6.5 feet wide x 12'' thick Footing
Each Way
2-F, 3-F
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
14 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =2.37 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =21.37 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 37.0 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =4 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =4 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%744 >149 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:123 >30 OK
q min (psf) =1484 q max (psf) =1484 OK
qu-max (psf) =2315 qu at edge of base (psf) =2315
qu-min (psf) =2315 qu at edge of base (psf) =2315
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.50 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 2.60 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 8.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.07 Spacing (in) = 54 Use p =0.0008 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 35.8 OK
Check Development Length
L' short (ft) = 1.50 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 1.30 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 8.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.03 Spacing (in) = 108 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 35.3 OK
2-J Use:
w/ 2 #4 Top and Bottom
4.0 feet long x 4.0 feet wide x 12'' thick Footing
Each Way
2-J
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
15 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =0.48 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =4.29 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 7.4 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >30 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >5 OK
q min (psf) =530 q max (psf) =530 OK
qu-max (psf) =827 qu at edge of base (psf) =827
qu-min (psf) =827 qu at edge of base (psf) =827
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0002 Fy (psi) = 60000
Mu (k-ft) = 0.41 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 264 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0001 Fy (psi) = 60000
Mu (k-ft) = 0.21 area of bar = 0.20 Min p =0.0001 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 528 Use p =0.0001 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
3-A Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
3-A
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
16 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =4.42 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =39.77 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 68.9 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =5.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =5.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >290 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >62 OK
q min (psf) =1461 q max (psf) =1461 OK
qu-max (psf) =2279 qu at edge of base (psf) =2279
qu-min (psf) =2279 qu at edge of base (psf) =2279
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.25 Bar size =#5 p =0.0014 Fy (psi) = 60000
Mu (k-ft) = 5.77 area of bar = 0.31 Min p =0.0019 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.15 Spacing (in) = 37 Use p =0.0019 Ld3 (in) =12
Total Bars = 3 Less than pmax, OK Available Ld (in) = 44.7 OK
Check Development Length
L' short (ft) = 2.25 Bar size =#5 p =0.0008 Fy (psi) = 60000
Mu (k-ft) = 2.88 area of bar = 0.31 Min p =0.0010 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.07 Spacing (in) = 75 Use p =0.0010 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 44.1 OK
4-B, 3-B Use:
w/ 3 #5 Top and Bottom
5.5 feet long x 5.5 feet wide x 12'' thick Footing
Each Way
4-B, 3-B
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
17 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =5.64 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =50.76 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 88.0 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =6.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =6.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >352 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >82 OK
q min (psf) =1335 q max (psf) =1335 OK
qu-max (psf) =2082 qu at edge of base (psf) =2082
qu-min (psf) =2082 qu at edge of base (psf) =2082
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.75 Bar size =#5 p =0.0020 Fy (psi) = 60000
Mu (k-ft) = 7.87 area of bar = 0.31 Min p =0.0027 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.21 Spacing (in) = 27 Use p =0.0027 Ld3 (in) =12
Total Bars = 4 Less than pmax, OK Available Ld (in) = 50.7 OK
Check Development Length
L' short (ft) = 2.75 Bar size =#5 p =0.0011 Fy (psi) = 60000
Mu (k-ft) = 3.94 area of bar = 0.31 Min p =0.0014 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.10 Spacing (in) = 55 Use p =0.0014 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 50.1 OK
4-D Use:
w/ 4 #5 Top and Bottom
6.5 feet long x 6.5 feet wide x 12'' thick Footing
Each Way
4-D
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
18 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =5.72 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =51.50 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 89.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =6.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =6.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >357 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >83 OK
q min (psf) =1354 q max (psf) =1354 OK
qu-max (psf) =2113 qu at edge of base (psf) =2113
qu-min (psf) =2113 qu at edge of base (psf) =2113
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.75 Bar size =#5 p =0.0020 Fy (psi) = 60000
Mu (k-ft) = 7.99 area of bar = 0.31 Min p =0.0027 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.21 Spacing (in) = 27 Use p =0.0027 Ld3 (in) =12
Total Bars = 4 Less than pmax, OK Available Ld (in) = 50.7 OK
Check Development Length
L' short (ft) = 2.75 Bar size =#5 p =0.0011 Fy (psi) = 60000
Mu (k-ft) = 3.99 area of bar = 0.31 Min p =0.0014 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.10 Spacing (in) = 54 Use p =0.0014 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 50.1 OK
4-F Use:
w/ 4 #5 Top and Bottom
6.5 feet long x 6.5 feet wide x 12'' thick Footing
Each Way
4-F
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
19 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =4.12 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =37.06 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 64.2 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =5.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =5.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =12 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%738 >270 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:122 >58 OK
q min (psf) =1361 q max (psf) =1361 OK
qu-max (psf) =2124 qu at edge of base (psf) =2124
qu-min (psf) =2124 qu at edge of base (psf) =2124
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 2.25 Bar size =#5 p =0.0013 Fy (psi) = 60000
Mu (k-ft) = 5.38 area of bar = 0.31 Min p =0.0018 Ld1 (in) =30.0
d (in)= 8.69 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.14 Spacing (in) = 40 Use p =0.0018 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 44.7 OK
Check Development Length
L' short (ft) = 2.25 Bar size =#5 p =0.0007 Fy (psi) = 60000
Mu (k-ft) = 2.69 area of bar = 0.31 Min p =0.0010 Ld1 (in) =30.0
d (in)= 8.06 bar diameter = 0.625 Max p =0.0134 Ld2 (in) =15
As req(in^2/ft)= 0.07 Spacing (in) = 80 Use p =0.0010 Ld3 (in) =12
Total Bars = 2 Less than pmax, OK Available Ld (in) = 44.1 OK
4-J, 3-J Use:
w/ 2 #5 Top and Bottom
5.5 feet long x 5.5 feet wide x 12'' thick Footing
Each Way
4-J, 3-J
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
20 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =0.71 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =6.39 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 11.1 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >45 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >8 OK
q min (psf) =789 q max (psf) =789 OK
qu-max (psf) =1231 qu at edge of base (psf) =1231
qu-min (psf) =1231 qu at edge of base (psf) =1231
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.62 area of bar = 0.20 Min p =0.0003 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 177 Use p =0.0003 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0001 Fy (psi) = 60000
Mu (k-ft) = 0.31 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 355 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
5-B Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
5-B
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
21 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.43 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.87 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 22.3 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >104 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >18 OK
q min (psf) =1167 q max (psf) =1167 OK
qu-max (psf) =1821 qu at edge of base (psf) =1821
qu-min (psf) =1821 qu at edge of base (psf) =1821
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.42 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 76 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.71 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 153 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
5-C Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
5-C
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
22 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.39 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.50 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.7 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >101 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >17 OK
q min (psf) =1134 q max (psf) =1134 OK
qu-max (psf) =1769 qu at edge of base (psf) =1769
qu-min (psf) =1769 qu at edge of base (psf) =1769
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.38 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 78 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.69 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 158 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
5-D Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
5-D
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
23 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.37 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.37 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.4 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >100 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >17 OK
q min (psf) =1122 q max (psf) =1122 OK
qu-max (psf) =1750 qu at edge of base (psf) =1750
qu-min (psf) =1750 qu at edge of base (psf) =1750
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.37 area of bar = 0.20 Min p =0.0007 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 79 Use p =0.0007 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.68 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 159 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
5-E Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
5-E
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
24 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.41 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =12.65 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 21.9 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3.5 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3.5 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >103 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >18 OK
q min (psf) =1148 q max (psf) =1148 OK
qu-max (psf) =1790 qu at edge of base (psf) =1790
qu-min (psf) =1790 qu at edge of base (psf) =1790
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.25 Bar size =#4 p =0.0006 Fy (psi) = 60000
Mu (k-ft) = 1.40 area of bar = 0.20 Min p =0.0008 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.05 Spacing (in) = 78 Use p =0.0008 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.8 OK
Check Development Length
L' short (ft) = 1.25 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.70 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 156 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 30.3 OK
5-F Use:
w/ 1 #4 Top and Bottom
3.5 feet long x 3.5 feet wide x 10'' thick Footing
Each Way
5-F
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
25 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =1.33 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =11.94 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 20.7 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >84 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >15 OK
q min (psf) =1474 q max (psf) =1474 OK
qu-max (psf) =2300 qu at edge of base (psf) =2300
qu-min (psf) =2300 qu at edge of base (psf) =2300
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0005 Fy (psi) = 60000
Mu (k-ft) = 1.15 area of bar = 0.20 Min p =0.0006 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.04 Spacing (in) = 94 Use p =0.0006 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.58 area of bar = 0.20 Min p =0.0003 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 190 Use p =0.0003 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
5-G Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
5-G
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
26 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =0.75 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =6.73 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 11.7 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >47 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >9 OK
q min (psf) =831 q max (psf) =831 OK
qu-max (psf) =1297 qu at edge of base (psf) =1297
qu-min (psf) =1297 qu at edge of base (psf) =1297
Reinforcing:
Reinforcement Top and Bottom(Y/N) =Y
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.65 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.02 Spacing (in) = 168 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0001 Fy (psi) = 60000
Mu (k-ft) = 0.32 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 337 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
5-J Use:
w/ 1 #4 Top and Bottom
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
5-J
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
1
27 of 27
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE08/18/22IF22-330Cedarpoint Trucking Metal Building