vpectrl3 ram foundation - continuous foundation design
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Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 10
Length (ft): 137.00
Width (ft): 3.00
Thickness (ft): 3.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 38.00
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 8.00 H/S 5-#5
2 8.00/38.00 S/S 6-#6
3 38.00/58.00 S/S 6-#5
4 58.00/88.00 S/S 10-#6
5 88.00/104.00 S/S 9-#6
6 104.00/128.00 S/S 5-#6
7 128.00/137.00 S/H 5-#5
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 38.00
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/24.00 H/S 10-#6
2 24.00/48.00 S/S 9-#6
3 48.00/72.00 S/S 8-#6
4 72.00/96.00 S/S 14-#6
5 96.00/115.00 S/S 5-#5
6 115.00/137.00 S/H 7-#4
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 4.79 #[email protected] 4
2 12.21/18.00 #[email protected] 4
3 18.00/23.00 #[email protected] 3
4 23.00/29.00 Not Applic. None
5 29.00/34.79 #[email protected] 3
6 42.21/45.00 #[email protected] 2
7 45.00/48.00 #[email protected] 2
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
8 48.00/52.00 #[email protected] 2
9 52.00/54.79 #[email protected] 1
10 62.21/67.00 #[email protected] 4
11 67.00/71.00 #[email protected] 2
12 71.00/76.00 Not Applic. None
13 76.00/80.00 #[email protected] 2
14 80.00/84.79 #[email protected] 3
15 92.21/96.00 #[email protected] 3
16 96.00/99.00 #[email protected] 2
17 99.00/100.79 #[email protected] 1
18 108.21/116.00 Not Applic. None
19 116.00/124.79 Not Applic. None
20 132.21/137.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(H - 1) 8.50 HSS12X12X1/4 90.00 14.00x14.00 50
(H - 2) 38.50 HSS12X12X5/16 90.00 14.00x14.00 50
(H - 3) 58.50 HSS12X12X5/16 90.00 14.00x14.00 50
(H - 6) 88.50 HSS12X12X1/4 90.00 14.00x14.00 50
(H - 7) 104.50 HSS12X12X3/16 90.00 14.00x14.00 50
(H - 9) 128.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 139.30 2 84.79
Provided Shear (kip) 171.29 84.79
Req. Max Pos. Moment (kip-ft) 935.45 1 87.96 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 997.56 87.96 0.00 0.00
Req. Max Neg. Moment (kip-ft) -349.84 2 72.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -723.93 72.00 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.9 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 2.7
Page 2/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 11
Length (ft): 131.00
Width (ft): 3.00
Thickness (ft): 2.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 26.25
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 5.00 H/S 12-#3
2 5.00/35.00 S/S 16-#4
3 35.00/55.00 S/S 16-#4
4 55.00/85.00 S/S 16-#4
5 85.00/101.00 S/S 16-#4
6 101.00/125.00 S/S 13-#4
7 125.00/131.00 S/H 8-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 26.00
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/20.00 H/S 5-#7
2 20.00/45.00 S/S 10-#6
3 45.00/70.00 S/S 7-#7
4 70.00/93.00 S/S 5-#8
5 93.00/113.00 S/S 6-#7
6 113.00/131.00 S/H 6-#6
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 2.79 #[email protected] 3
2 8.21/13.00 #[email protected] 5
3 13.00/19.00 Not Applic. None
4 19.00/25.00 Not Applic. None
5 25.00/32.79 #[email protected] 7
6 38.21/43.07 #[email protected] 5
7 43.07/45.00 #[email protected] 1
Page 3/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
8 45.00/47.93 #[email protected] 2
9 47.93/52.79 #[email protected] 4
10 58.21/66.00 #[email protected] 8
11 66.00/70.00 #[email protected] 4
12 70.00/75.00 Not Applic. None
13 75.00/82.79 #[email protected] 7
14 88.21/93.00 #[email protected] 5
15 93.00/98.79 #[email protected] 5
16 104.21/110.00 #[email protected] 6
17 110.00/114.00 #[email protected] 4
18 114.00/118.00 Not Applic. None
19 118.00/122.79 #[email protected] 4
20 128.21/131.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(K - 1) 5.50 HSS12X12X3/16 90.00 14.00x14.00 50
(K - 2) 35.50 HSS12X12X1/4 90.00 14.00x14.00 50
(K - 3) 55.50 HSS12X12X1/4 90.00 14.00x14.00 50
(K - 6) 85.50 HSS12X12X1/4 90.00 14.00x14.00 50
(K - 7) 101.50 HSS12X12X1/4 90.00 14.00x14.00 50
(K - 9) 125.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 100.83 1 38.21
Provided Shear (kip) 115.90 38.21
Req. Max Pos. Moment (kip-ft) 480.89 1 34.96 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 486.33 34.96 0.00 0.00
Req. Max Neg. Moment (kip-ft) -283.59 1 70.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -362.94 70.00 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.9 Ld Co # 96
Max Average Unfactored Soil Bearing (ksf) 2.9
Page 4/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 12
Length (ft): 88.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 4.00 H/S 5-#4
2 4.00/34.00 S/S 5-#5
3 34.00/54.00 S/S 5-#6
4 54.00/84.00 S/S 5-#5
5 84.00/88.00 S/H 5-#4
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.13
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/17.00 H/S 6-#6
2 17.00/44.00 S/S 9-#7
3 44.00/73.00 S/S 9-#7
4 73.00/88.00 S/H 6-#6
Transverse Flexure Reinforcement:
Top Bar Depth (in) 13.88 Bottom Bar Depth (in) 13.50
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 3.00 None 12-#3
2 3.00/ 5.00 None 13-#3
3 5.00/33.00 None 109-#3
4 33.00/35.00 None 13-#3
5 35.00/53.00 None 70-#3
6 53.00/55.00 None 13-#3
7 55.00/83.00 None 109-#3
8 83.00/85.00 None 13-#3
9 85.00/88.00 None 12-#3
Longitudinal Shear Reinforcement:
Page 5/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 2.28 #3@ 6.00 5
2 5.72/11.00 #3@ 6.00 11
3 11.00/18.00 Not Applic. None
4 18.00/25.00 Not Applic. None
5 25.00/32.28 #3@ 3.00 29
6 35.72/44.00 #3@ 3.00 34
7 44.00/52.28 #3@ 3.00 33
8 55.72/63.00 #3@ 3.00 30
9 63.00/70.00 Not Applic. None
10 70.00/77.00 Not Applic. None
11 77.00/82.28 #3@ 6.00 10
12 85.72/88.00 #3@ 6.00 5
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(G - 1) 4.00 HSS12X12X3/16 90.00 14.00x14.00 50
(G - 2) 34.00 HSS12X12X1/4 90.00 14.00x14.00 50
(G - 3) 54.00 HSS12X12X1/4 90.00 14.00x14.00 50
(G - 6) 84.00 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 88.15 2 52.28
Provided Shear (kip) 88.39 52.28
Req. Max Pos. Moment (kip-ft) 286.97 2 54.54 75.55 2 35.00
Provided Pos. Moment (kip-ft) 300.36 54.54 413.75 35.00
Req. Max Neg. Moment (kip-ft) -127.83 2 43.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -133.96 43.00 -0.00 0.00
Req. Max Punching Shear (kip) 204.37 2 34.00
Provided Punching Shear (kip) 243.42 34.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.7 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 2.7
Page 6/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 13
Length (ft): 87.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 3.00 H/S 5-#3
2 3.00/33.00 S/S 7-#4
3 33.00/53.00 S/S 10-#4
4 53.00/83.00 S/S 7-#4
5 83.00/87.00 S/H 5-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.13
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/17.00 H/S 10-#4
2 17.00/43.00 S/S 15-#5
3 43.00/69.00 S/S 11-#6
4 69.00/87.00 S/H 6-#5
Transverse Flexure Reinforcement:
Top Bar Depth (in) 14.00 Bottom Bar Depth (in) 13.50
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 2.00 None 8-#3
2 2.00/ 5.00 None 20-#3
3 5.00/32.00 None 105-#3
4 32.00/35.00 None 20-#3
5 35.00/52.00 None 66-#3
6 52.00/55.00 None 20-#3
7 55.00/82.00 None 105-#3
8 82.00/85.00 None 20-#3
9 85.00/87.00 None 8-#3
Longitudinal Shear Reinforcement:
Page 7/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 1.78 #3@ 6.00 4
2 5.22/10.00 #3@ 6.00 10
3 10.00/17.00 Not Applic. None
4 17.00/25.00 Not Applic. None
5 25.00/31.78 #3@ 3.00 27
6 35.22/43.00 #3@ 3.00 32
7 43.00/51.78 #3@ 3.00 35
8 55.22/62.00 #3@ 3.00 28
9 62.00/69.00 Not Applic. None
10 69.00/77.00 Not Applic. None
11 77.00/81.78 #3@ 6.00 9
12 85.22/87.00 #3@ 6.00 4
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(F - 1) 3.50 HSS12X12X3/16 90.00 14.00x14.00 50
(F - 2) 33.50 HSS12X12X1/4 90.00 14.00x14.00 50
(F - 3) 53.50 HSS12X12X1/4 90.00 14.00x14.00 50
(F - 6) 83.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 79.02 2 51.78
Provided Shear (kip) 88.39 51.78
Req. Max Pos. Moment (kip-ft) 263.87 2 54.04 65.19 2 35.00
Provided Pos. Moment (kip-ft) 273.19 54.04 390.13 35.00
Req. Max Neg. Moment (kip-ft) -114.22 2 42.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -122.37 42.00 -0.00 0.00
Req. Max Punching Shear (kip) 188.47 2 33.50
Provided Punching Shear (kip) 243.42 33.50
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.9 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 2.5
Page 8/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 14
Length (ft): 85.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 2.00 H/S 5-#3
2 2.00/32.00 S/S 6-#4
3 32.00/52.00 S/S 7-#4
4 52.00/82.00 S/S 6-#4
5 82.00/85.00 S/H 7-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/16.00 H/S 6-#4
2 16.00/42.00 S/S 11-#5
3 42.00/68.00 S/S 11-#5
4 68.00/85.00 S/H 6-#4
Transverse Flexure Reinforcement:
Top Bar Depth (in) 14.13 Bottom Bar Depth (in) 13.75
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 1.00 None 4-#3
2 1.00/ 4.00 None 20-#3
3 4.00/31.00 None 105-#3
4 31.00/34.00 None 20-#3
5 34.00/51.00 None 66-#3
6 51.00/54.00 None 20-#3
7 54.00/81.00 None 105-#3
8 81.00/84.00 None 20-#3
9 84.00/85.00 None 4-#3
Longitudinal Shear Reinforcement:
Page 9/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 4.23/ 6.00 Not Applic. None
2 6.00/15.00 Not Applic. None
3 15.00/25.00 Not Applic. None
4 25.00/30.77 #3@ 6.00 11
5 34.23/37.00 #3@ 6.00 6
6 37.00/39.74 #3@ 6.00 5
7 39.74/42.00 Not Applic. None
8 42.00/45.26 Not Applic. None
9 45.26/48.00 #3@ 6.00 5
10 48.00/50.77 #3@ 6.00 5
11 54.23/60.00 #3@ 6.00 12
12 60.00/69.00 Not Applic. None
13 69.00/78.00 Not Applic. None
14 78.00/80.77 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(D - 1) 2.50 HSS12X12X3/16 90.00 14.00x14.00 50
(D - 2) 32.50 HSS12X12X1/4 90.00 14.00x14.00 50
(D - 3) 52.50 HSS12X12X1/4 90.00 14.00x14.00 50
(D - 6) 82.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 58.88 2 50.77
Provided Shear (kip) 65.66 50.77
Req. Max Pos. Moment (kip-ft) 196.75 2 53.04 49.90 2 34.00
Provided Pos. Moment (kip-ft) 201.57 53.04 397.59 34.00
Req. Max Neg. Moment (kip-ft) -85.25 2 41.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -87.68 41.00 -0.00 0.00
Req. Max Punching Shear (kip) 140.18 2 32.50
Provided Punching Shear (kip) 248.45 32.50
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.5 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 2.1
Page 10/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 15
Length (ft): 86.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 3.00 H/S 5-#3
2 3.00/33.00 S/S 10-#3
3 33.00/53.00 S/S 13-#3
4 53.00/83.00 S/S 10-#3
5 83.00/86.00 S/H 5-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/17.00 H/S 7-#4
2 17.00/43.00 S/S 11-#5
3 43.00/69.00 S/S 8-#6
4 69.00/86.00 S/H 5-#5
Transverse Flexure Reinforcement:
Top Bar Depth (in) 14.25 Bottom Bar Depth (in) 13.63
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 2.00 None 8-#3
2 2.00/ 4.00 None 13-#3
3 4.00/32.00 None 109-#3
4 32.00/34.00 None 13-#3
5 34.00/52.00 None 70-#3
6 52.00/54.00 None 13-#3
7 54.00/82.00 None 109-#3
8 82.00/84.00 None 13-#3
9 84.00/86.00 None 8-#3
Longitudinal Shear Reinforcement:
Page 11/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 1.27 Not Applic. None
2 4.73/ 8.00 Not Applic. None
3 8.00/17.00 Not Applic. None
4 17.00/26.00 Not Applic. None
5 26.00/31.27 #3@ 6.00 10
6 34.73/38.00 #3@ 6.00 7
7 38.00/41.00 Not Applic. None
8 41.00/45.00 Not Applic. None
9 45.00/48.00 #3@ 6.00 6
10 48.00/51.27 #3@ 6.00 6
11 54.73/60.00 #3@ 6.00 11
12 60.00/69.00 Not Applic. None
13 69.00/78.00 Not Applic. None
14 78.00/81.27 Not Applic. None
15 84.73/86.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(B - 1) 3.00 HSS12X12X3/16 90.00 14.00x14.00 50
(B - 2) 33.00 HSS12X12X1/4 90.00 14.00x14.00 50
(B - 3) 53.00 HSS12X12X1/4 90.00 14.00x14.00 50
(B - 6) 83.00 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 60.60 2 51.27
Provided Shear (kip) 65.66 51.27
Req. Max Pos. Moment (kip-ft) 197.42 2 53.54 53.64 2 34.00
Provided Pos. Moment (kip-ft) 207.50 53.54 417.71 34.00
Req. Max Neg. Moment (kip-ft) -87.91 2 42.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -89.50 42.00 -0.00 0.00
Req. Max Punching Shear (kip) 140.18 2 33.00
Provided Punching Shear (kip) 246.77 33.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.5 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 2.1
Page 12/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 16
Length (ft): 83.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 1.00 H/S 5-#3
2 1.00/31.00 S/S 8-#4
3 31.00/51.00 S/S 10-#3
4 51.00/81.00 S/S 7-#4
5 81.00/83.00 S/H 10-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/20.00 H/S 10-#3
2 20.00/43.00 S/S 13-#4
3 43.00/64.00 S/S 13-#4
4 64.00/83.00 S/H 10-#3
Transverse Flexure Reinforcement:
Top Bar Depth (in) 13.88 Bottom Bar Depth (in) 13.88
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 3.00 None 20-#3
2 3.00/30.00 1-#3 104-#3
3 30.00/33.00 None 20-#3
4 33.00/50.00 None 66-#3
5 50.00/53.00 None 20-#3
6 53.00/80.00 1-#3 104-#3
7 80.00/83.00 None 20-#3
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Page 13/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
1 3.24/ 5.00 Not Applic. None
2 5.00/15.00 Not Applic. None
3 15.00/25.00 Not Applic. None
4 25.00/29.76 Not Applic. None
5 33.24/36.00 #3@ 6.00 6
6 36.00/39.00 Not Applic. None
7 39.00/44.00 Not Applic. None
8 44.00/47.00 Not Applic. None
9 47.00/49.76 #3@ 6.00 5
10 53.24/58.00 Not Applic. None
11 58.00/68.00 Not Applic. None
12 68.00/78.00 Not Applic. None
13 78.00/79.76 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(A - 1) 1.50 HSS12X12X3/16 90.00 14.00x14.00 50
(A - 2) 31.50 HSS12X12X1/4 90.00 14.00x14.00 50
(A - 3) 51.50 HSS12X12X1/4 90.00 14.00x14.00 50
(A - 6) 81.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 45.11 2 49.76
Provided Shear (kip) 66.24 49.76
Req. Max Pos. Moment (kip-ft) 152.01 2 52.04 39.52 2 33.00
Provided Pos. Moment (kip-ft) 158.25 52.04 401.31 33.00
Req. Max Neg. Moment (kip-ft) -89.97 16 5.00 -6.15 64 3.00
Provided Neg. Moment (kip-ft) -99.74 5.00 -6.27 3.00
Req. Max Punching Shear (kip) 114.39 9 51.50
Provided Punching Shear (kip) 251.83 51.50
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.7 Ld Co # 76
Max Average Unfactored Soil Bearing (ksf) 1.8
Page 14/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 21
Length (ft): 125.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 90.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 2.00 H/S 5-#3
2 2.00/32.00 S/S 7-#4
3 32.00/52.00 S/S 5-#5
4 52.00/82.00 S/S 7-#4
5 82.00/98.00 S/S 5-#4
6 98.00/122.00 S/S 5-#5
7 122.00/125.00 S/H 5-#4
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.25
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/21.00 H/S 6-#5
2 21.00/42.00 S/S 10-#6
3 42.00/68.00 S/S 12-#5
4 68.00/90.00 S/S 16-#4
5 90.00/108.00 S/S 11-#5
6 108.00/125.00 S/H 5-#5
Transverse Flexure Reinforcement:
Top Bar Depth (in) 13.75 Bottom Bar Depth (in) 13.63
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 1.00 None 4-#3
2 1.00/ 4.00 None 20-#3
3 4.00/31.00 1-#3 104-#3
4 31.00/34.00 None 20-#3
5 34.00/51.00 None 66-#3
6 51.00/54.00 None 20-#3
7 54.00/81.00 None 105-#3
Page 15/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft)
8 81.00/84.00 None 20-#3
9 84.00/97.00 None 51-#3
10 97.00/100.00 None 20-#3
11 100.00/121.00 None 82-#3
12 121.00/124.00 None 20-#3
13 124.00/125.00 None 4-#3
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 4.23/ 7.00 Not Applic. None
2 7.00/15.00 Not Applic. None
3 15.00/24.00 Not Applic. None
4 24.00/30.77 #3@ 6.00 13
5 34.23/37.00 #3@ 6.00 6
6 37.00/39.74 #3@ 6.00 5
7 39.74/42.00 Not Applic. None
8 42.00/45.26 Not Applic. None
9 45.26/48.00 #3@ 6.00 5
10 48.00/50.77 #3@ 6.00 5
11 54.23/60.00 #3@ 6.00 12
12 60.00/67.00 Not Applic. None
13 67.00/75.00 Not Applic. None
14 75.00/80.77 #3@ 6.00 11
15 84.23/90.00 #3@ 6.00 12
16 90.00/96.77 #3@ 6.00 13
17 100.23/106.00 #3@ 6.00 12
18 106.00/112.00 Not Applic. None
19 112.00/118.00 Not Applic. None
20 118.00/120.77 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(L - 1) 2.50 HSS12X12X3/16 90.00 14.00x14.00 50
(L - 2) 32.50 HSS12X12X1/4 90.00 14.00x14.00 50
(L - 3) 52.50 HSS12X12X3/16 90.00 14.00x14.00 50
(L - 6) 82.50 HSS12X12X3/16 90.00 14.00x14.00 50
(L - 7) 98.50 HSS12X12X1/4 90.00 14.00x14.00 50
(L - 9) 122.50 HSS12X12X3/16 90.00 14.00x14.00 50
CONCRETE CAPACITY
Page 16/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 62.39 1 34.23
Provided Shear (kip) 65.66 34.23
Req. Max Pos. Moment (kip-ft) 240.42 16 31.96 52.09 1 34.00
Provided Pos. Moment (kip-ft) 253.68 31.96 393.86 34.00
Req. Max Neg. Moment (kip-ft) -91.68 28 117.00 -6.15 64 4.00
Provided Neg. Moment (kip-ft) -95.86 117.00 -6.21 4.00
Req. Max Punching Shear (kip) 190.32 16 32.50
Provided Punching Shear (kip) 246.77 32.50
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.9 Ld Co # 90
Max Average Unfactored Soil Bearing (ksf) 2.1
Page 17/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN
Footing # 26
Length (ft): 119.00
Width (ft): 3.00
Thickness (ft): 1.50
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 2.00 H/S 5-#3
2 2.00/20.00 S/S 8-#4
3 20.00/47.00 S/S 8-#4
4 47.00/82.00 S/S 8-#4
5 82.00/117.00 S/S 10-#3
6 117.00/119.00 S/H 5-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 14.38
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/12.00 H/S 7-#3
2 12.00/34.00 S/S 15-#3
3 34.00/63.00 S/S 17-#4
4 63.00/100.00 S/S 8-#3
5 100.00/119.00 S/H 6-#3
Transverse Flexure Reinforcement:
Top Bar Depth (in) 14.13 Bottom Bar Depth (in) 13.88
Seg. Segment Top Bars Bot. Bars
Num. Start/End (ft)
1 0.00/ 1.00 None 4-#3
2 1.00/ 3.00 None 13-#3
3 3.00/19.00 None 62-#3
4 19.00/21.00 None 13-#3
5 21.00/46.00 None 97-#3
6 46.00/48.00 None 13-#3
7 48.00/81.00 None 128-#3
8 81.00/83.00 None 13-#3
9 83.00/116.00 None 128-#3
Page 18/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft)
10 116.00/118.00 None 13-#3
11 118.00/119.00 None 4-#3
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 3.74/ 5.00 Not Applic. None
2 5.00/ 9.00 Not Applic. None
3 9.00/14.00 Not Applic. None
4 14.00/18.26 Not Applic. None
5 21.74/23.00 Not Applic. None
6 23.00/31.00 Not Applic. None
7 31.00/40.00 Not Applic. None
8 40.00/45.26 #3@ 6.00 10
9 48.74/54.00 #3@ 6.00 11
10 54.00/67.00 Not Applic. None
11 67.00/80.26 Not Applic. None
12 83.74/99.00 Not Applic. None
13 99.00/114.00 Not Applic. None
14 114.00/115.26 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(H - 9) 2.00 HSS12X12X3/16 0.00 14.00x14.00 50
(I - 9) 20.00 HSS12X12X3/16 0.00 14.00x14.00 50
(K - 9) 47.00 HSS12X12X3/16 0.00 14.00x14.00 50
(M - 9) 82.00 HSS12X12X3/16 0.00 14.00x14.00 50
(L - 9) 117.00 HSS12X12X3/16 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 51.49 1 48.74
Provided Shear (kip) 66.24 48.74
Req. Max Pos. Moment (kip-ft) 196.45 27 47.54 37.37 1 21.00
Provided Pos. Moment (kip-ft) 202.94 47.54 589.82 21.00
Req. Max Neg. Moment (kip-ft) -96.58 22 6.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -99.74 6.00 -0.00 0.00
Req. Max Punching Shear (kip) 180.60 34 47.00
Provided Punching Shear (kip) 251.83 47.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Page 19/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Max Unfactored Soil Bearing (ksf) 3.8 Ld Co # 96
Max Average Unfactored Soil Bearing (ksf) 1.5
Page 20/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 27
Length (ft): 233.00
Width (ft): 3.00
Thickness (ft): 2.00
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 20.25
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/26.00 H/S 8-#5
2 26.00/36.00 S/S 5-#4
3 36.00/61.00 S/S 8-#4
4 61.00/86.00 S/S 5-#5
5 86.00/116.00 S/S 8-#5
6 116.00/141.00 S/S 8-#5
7 141.00/161.00 S/S 8-#5
8 161.00/196.00 S/S 5-#6
9 196.00/231.00 S/S 6-#5
10 231.00/233.00 S/H 5-#4
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 20.25
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/15.00 H/S 5-#4
2 15.00/31.00 S/S 8-#5
3 31.00/48.00 S/S 10-#4
4 48.00/75.00 S/S 13-#4
5 75.00/102.00 S/S 10-#5
6 102.00/130.00 S/S 16-#5
7 130.00/151.00 S/S 7-#4
8 151.00/178.00 S/S 10-#5
9 178.00/215.00 S/S 5-#4
10 215.00/233.00 S/H 5-#4
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Page 21/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
1 3.73/ 4.73 #3@ 6.00 3
2 4.73/12.00 Not Applic. None
3 12.00/20.00 Not Applic. None
4 20.00/24.27 #3@ 6.00 8
5 28.73/31.00 Not Applic. None
6 31.00/34.27 Not Applic. None
7 38.73/41.00 #3@ 6.00 5
8 41.00/47.00 #3@ 6.00 12
9 47.00/54.00 Not Applic. None
10 54.00/59.27 #3@ 6.00 10
11 63.73/69.00 #3@ 6.00 11
12 69.00/74.00 Not Applic. None
13 74.00/79.00 #3@ 6.00 10
14 79.00/84.27 #3@ 6.00 10
15 88.73/94.00 #3@ 6.00 11
16 94.00/100.00 #3@ 6.00 12
17 100.00/107.00 #3@ 6.00 14
18 107.00/114.27 #3@ 6.00 14
19 118.73/122.00 #3@ 6.00 7
20 122.00/126.00 #3@ 6.00 8
21 126.00/133.00 #3@ 6.00 14
22 133.00/139.27 Not Applic. None
23 143.73/149.00 Not Applic. None
24 149.00/154.00 #3@ 6.00 10
25 154.00/157.00 #3@ 6.00 6
26 157.00/159.27 #3@ 6.00 4
27 163.73/169.00 #3@ 6.00 11
28 169.00/182.00 Not Applic. None
29 182.00/194.27 Not Applic. None
30 198.73/213.00 Not Applic. None
31 213.00/228.27 Not Applic. None
32 228.27/229.27 #3@ 6.00 2
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(A - 1) 1.50 HSS12X12X3/16 0.00 14.00x14.00 50
(B - 1) 26.50 HSS12X12X3/16 0.00 14.00x14.00 50
(D - 1) 36.50 HSS12X12X3/16 0.00 14.00x14.00 50
(F - 1) 61.50 HSS12X12X3/16 0.00 14.00x14.00 50
(G - 1) 86.50 HSS12X12X3/16 0.00 14.00x14.00 50
(H - 1) 116.50 HSS12X12X1/4 0.00 14.00x14.00 50
(J - 1) 141.50 HSS12X12X3/16 0.00 14.00x14.00 50
(K - 1) 161.50 HSS12X12X3/16 0.00 14.00x14.00 50
Page 22/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(M - 1) 196.50 HSS12X12X3/16 0.00 14.00x14.00 50
(L - 1) 231.50 HSS12X12X3/16 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 88.09 2 118.73
Provided Shear (kip) 93.31 118.73
Req. Max Pos. Moment (kip-ft) 415.29 2 117.04 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 415.80 117.04 0.00 0.00
Req. Max Neg. Moment (kip-ft) -170.56 2 9.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -216.95 9.00 -0.00 0.00
Req. Max Punching Shear (kip) 276.06 9 116.50
Provided Punching Shear (kip) 433.80 116.50
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.8 Ld Co # 84
Max Average Unfactored Soil Bearing (ksf) 1.7
Page 23/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 29
Length (ft): 175.00
Width (ft): 3.00
Thickness (ft): 5.00
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 7.00 H/S 5-#3
2 7.00/32.00 S/S 7-#3
3 32.00/42.00 S/S 5-#3
4 42.00/67.00 S/S 8-#3
5 67.00/92.00 S/S 5-#4
6 92.00/122.00 S/S 12-#5
7 122.00/140.00 S/S 12-#5
8 140.00/167.00 S/S 10-#5
9 167.00/175.00 S/H 5-#5
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/24.00 H/S 5-#5
2 24.00/40.00 S/S 6-#5
3 40.00/56.00 S/S 5-#5
4 56.00/81.00 S/S 5-#5
5 81.00/106.00 S/S 5-#5
6 106.00/131.00 S/S 14-#6
7 131.00/153.00 S/S 5-#5
8 153.00/175.00 S/H 8-#5
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 2.29 Not Applic. None
2 12.71/20.00 Not Applic. None
3 20.00/27.29 Not Applic. None
Page 24/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
4 47.71/55.00 Not Applic. None
5 55.00/62.29 Not Applic. None
6 72.71/80.00 Not Applic. None
7 80.00/87.29 Not Applic. None
8 97.71/105.00 Not Applic. None
9 105.00/112.00 Not Applic. None
10 112.00/117.29 #[email protected] 3
11 127.71/131.00 #[email protected] 3
12 131.00/135.29 #[email protected] 2
13 145.71/153.00 Not Applic. None
14 153.00/160.00 #[email protected] 4
15 160.00/162.29 #[email protected] 1
16 172.71/175.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(A - 6) 7.50 HSS12X12X3/16 0.00 14.00x14.00 50
(B - 6) 32.50 HSS12X12X3/16 0.00 14.00x14.00 50
(D - 6) 42.50 HSS12X12X3/16 0.00 14.00x14.00 50
(F - 6) 67.50 HSS12X12X3/16 0.00 14.00x14.00 50
(G - 6) 92.50 HSS12X12X3/16 0.00 14.00x14.00 50
(H - 6) 122.50 HSS12X12X1/4 0.00 14.00x14.00 50
(I - 6) 140.50 HSS12X12X3/16 0.00 14.00x14.00 50
(K - 6) 167.50 HSS12X12X1/4 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 114.66 1 127.71
Provided Shear (kip) 252.43 127.71
Req. Max Pos. Moment (kip-ft) 1096.14 1 123.04 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 1496.52 123.04 0.00 0.00
Req. Max Neg. Moment (kip-ft) -563.74 1 150.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -767.07 150.00 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.9 Ld Co # 96
Max Average Unfactored Soil Bearing (ksf) 2.4
Page 25/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 30
Length (ft): 60.00
Width (ft): 3.00
Thickness (ft): 5.00
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.75
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 7.00 H/S 5-#3
2 7.00/25.00 S/S 5-#3
3 25.00/52.00 S/S 8-#4
4 52.00/60.00 S/H 13-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.75
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/18.00 H/S 5-#3
2 18.00/38.00 S/S 5-#3
3 38.00/60.00 S/H 12-#4
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 2.23 Not Applic. None
2 12.77/16.00 Not Applic. None
3 16.00/20.23 Not Applic. None
4 30.77/39.00 Not Applic. None
5 39.00/47.23 Not Applic. None
6 57.77/60.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(H - 7) 7.50 HSS12X12X3/16 0.00 14.00x14.00 50
(I - 7) 25.50 HSS12X12X3/16 0.00 14.00x14.00 50
Page 26/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(K - 7) 52.50 HSS12X12X1/4 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 72.22 1 47.23
Provided Shear (kip) 167.85 47.23
Req. Max Pos. Moment (kip-ft) 421.16 1 53.04 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 604.43 53.04 0.00 0.00
Req. Max Neg. Moment (kip-ft) -303.39 1 38.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -404.84 38.00 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.8 Ld Co # 89
Max Average Unfactored Soil Bearing (ksf) 1.9
Page 27/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 31
Length (ft): 176.00
Width (ft): 3.00
Thickness (ft): 5.00
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 8.00 H/S 5-#3
2 8.00/33.00 S/S 8-#3
3 33.00/43.00 S/S 6-#3
4 43.00/68.00 S/S 6-#4
5 68.00/93.00 S/S 5-#4
6 93.00/123.00 S/S 9-#4
7 123.00/148.00 S/S 9-#4
8 148.00/168.00 S/S 17-#3
9 168.00/176.00 S/H 17-#3
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/21.00 H/S 5-#4
2 21.00/38.00 S/S 7-#5
3 38.00/56.00 S/S 10-#4
4 56.00/81.00 S/S 6-#5
5 81.00/105.00 S/S 11-#4
6 105.00/136.00 S/S 11-#5
7 136.00/158.00 S/S 5-#4
8 158.00/176.00 S/H 10-#5
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 2.79 Not Applic. None
2 13.21/20.00 Not Applic. None
3 20.00/27.79 Not Applic. None
Page 28/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
4 48.21/55.00 Not Applic. None
5 55.00/62.79 Not Applic. None
6 73.21/80.00 Not Applic. None
7 80.00/87.79 Not Applic. None
8 98.21/107.00 Not Applic. None
9 107.00/116.79 Not Applic. None
10 116.79/117.79 #[email protected] 0
11 128.21/129.21 #[email protected] 1
12 129.21/136.00 #[email protected] 4
13 136.00/142.79 Not Applic. None
14 153.21/157.00 Not Applic. None
15 157.00/161.79 Not Applic. None
16 161.79/162.79 #[email protected] 0
17 173.21/176.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(A - 3) 8.00 HSS12X12X1/4 0.00 14.00x14.00 50
(B - 3) 33.00 HSS12X12X1/4 0.00 14.00x14.00 50
(D - 3) 43.00 HSS12X12X1/4 0.00 14.00x14.00 50
(F - 3) 68.00 HSS12X12X1/4 0.00 14.00x14.00 50
(G - 3) 93.00 HSS12X12X1/4 0.00 14.00x14.00 50
(H - 3) 123.00 HSS12X12X5/16 0.00 14.00x14.00 50
(J - 3) 148.00 HSS12X12X3/16 0.00 14.00x14.00 50
(K - 3) 168.00 HSS12X12X1/4 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 88.91 2 128.21
Provided Shear (kip) 252.43 128.21
Req. Max Pos. Moment (kip-ft) 635.81 2 122.46 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 842.22 122.46 0.00 0.00
Req. Max Neg. Moment (kip-ft) -334.90 2 142.79 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -448.84 142.79 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 4.0 Ld Co # 89
Max Average Unfactored Soil Bearing (ksf) 2.6
Page 29/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
FOOTING DESIGN - AS BEAM
Footing # 32
Length (ft): 177.00
Width (ft): 3.00
Thickness (ft): 5.00
Footing Orientation (deg): 0.00º
Concrete f'c (ksi): 3.00 fct (ksi): CODE Density (pcf): 150.00 Ec (ksi): 3320.56
Reinf. fy (ksi): 60.00
LOADS
Surcharge (ksf) Dead Load: 0.00 Live Load: 0.00
REINFORCEMENT
Top Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Top Bars
Num. Start/End (ft) Start/End
1 0.00/ 8.00 H/S 5-#3
2 8.00/33.00 S/S 5-#4
3 33.00/43.00 S/S 6-#3
4 43.00/68.00 S/S 6-#4
5 68.00/93.00 S/S 5-#4
6 93.00/123.00 S/S 6-#5
7 123.00/148.00 S/S 6-#5
8 148.00/168.00 S/S 10-#4
9 168.00/177.00 S/H 7-#5
Bottom Longitudinal Flexure Reinforcement:
Bar Depth (in) 56.00
Seg. Spacing Bar End Condition Bot. Bars
Num. Start/End (ft) Start/End
1 0.00/22.00 H/S 5-#4
2 22.00/38.00 S/S 7-#5
3 38.00/57.00 S/S 10-#4
4 57.00/82.00 S/S 6-#5
5 82.00/107.00 S/S 11-#4
6 107.00/137.00 S/S 12-#5
7 137.00/158.00 S/S 5-#4
8 158.00/177.00 S/H 16-#4
Longitudinal Shear Reinforcement:
Number of Shear bar legs: 2
Seg. Segment Spacing
Num. Start/End (ft) (in) Quantity
1 0.00/ 3.29 Not Applic. None
2 13.71/21.00 Not Applic. None
3 21.00/28.29 Not Applic. None
Page 30/31
Continuous Foundation Design
RAM Foundation v14.04.06.00
DataBase: EcoPlaza Date: 04/16/12 16:18:15
Building Code: IBC Design Code: ACI318-08
Num. Start/End (ft) (in) Quantity
4 48.71/56.00 Not Applic. None
5 56.00/63.29 Not Applic. None
6 73.71/81.00 Not Applic. None
7 81.00/88.29 Not Applic. None
8 98.71/108.00 Not Applic. None
9 108.00/117.29 Not Applic. None
10 117.29/118.29 #[email protected] 0
11 128.71/130.00 #[email protected] 1
12 130.00/137.00 Not Applic. None
13 137.00/143.29 Not Applic. None
14 153.71/158.00 Not Applic. None
15 158.00/162.29 Not Applic. None
16 162.29/163.29 #[email protected] 0
17 173.71/177.00 Not Applic. None
Cover (in) Top 3.00 Bottom 3.00 Side 3.00
SUPPORTED MEMBERS
Columns:
Loc. Along Column Base Plate %
Location Footing (ft): Size Orientation (LxW) (in): Rigid
(A - 2) 8.50 HSS12X12X1/4 0.00 14.00x14.00 50
(B - 2) 33.50 HSS12X12X1/4 0.00 14.00x14.00 50
(D - 2) 43.50 HSS12X12X1/4 0.00 14.00x14.00 50
(F - 2) 68.50 HSS12X12X1/4 0.00 14.00x14.00 50
(G - 2) 93.50 HSS12X12X1/4 0.00 14.00x14.00 50
(H - 2) 123.50 HSS12X12X5/16 0.00 14.00x14.00 50
(J - 2) 148.50 HSS12X12X3/16 0.00 14.00x14.00 50
(K - 2) 168.50 HSS12X12X1/4 0.00 14.00x14.00 50
CONCRETE CAPACITY
Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft)
Req. Max Shear (kip) 86.57 2 128.71
Provided Shear (kip) 252.43 128.71
Req. Max Pos. Moment (kip-ft) 638.99 2 122.96 0.00 -1 0.00
Provided Pos. Moment (kip-ft) 917.09 122.96 0.00 0.00
Req. Max Neg. Moment (kip-ft) -330.90 2 140.00 -0.00 -1 0.00
Provided Neg. Moment (kip-ft) -463.63 140.00 -0.00 0.00
Req. Max Punching Shear (kip) 0.00 -1 0.00
Provided Punching Shear (kip) 0.00 0.00
SOIL CAPACITY
Allowable Soil Bearing Capacity (ksf) 4.0
Soil Subgrade Modulus (ksf / ft) 96.0
Max Unfactored Soil Bearing (ksf) 3.8 Ld Co # 89
Max Average Unfactored Soil Bearing (ksf) 2.6
Page 31/31