Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 25-T

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 9.69Live Load (kips) 0.00Roof Load (kips) 8.76

Ultimate Load (kips) 25.65

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 7.74Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.257n' (in) 2.200Thickness Required (in) 0.209Thickness controlled by cantilever portion.

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 24-C

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 12.31Live Load (kips) 0.00Roof Load (kips) 11.93

Ultimate Load (kips) 33.85

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 10.21Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.297n' (in) 2.200Thickness Required (in) 0.240Thickness controlled by cantilever portion.

Page 2/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 24-D

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 22.34Live Load (kips) 0.00Roof Load (kips) 23.13

Ultimate Load (kips) 63.82

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 19.25Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.416n' (in) 2.200Thickness Required (in) 0.329Thickness controlled by cantilever portion.

Page 3/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 24-F

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 22.97Live Load (kips) 0.00Roof Load (kips) 24.17

Ultimate Load (kips) 66.24

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 19.98Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.424n' (in) 2.200Thickness Required (in) 0.335Thickness controlled by cantilever portion.

Page 4/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 23-M

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 33.20Live Load (kips) 0.00Roof Load (kips) 35.10

Ultimate Load (kips) 96.00

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 28.96Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.522n' (in) 2.200Thickness Required (in) 0.404Thickness controlled by cantilever portion.

Page 5/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 23-N

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 30.43Live Load (kips) 0.00Roof Load (kips) 31.72

Ultimate Load (kips) 87.26

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 26.32Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.495n' (in) 2.200Thickness Required (in) 0.385Thickness controlled by cantilever portion.

Page 6/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 23-R

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 29.17Live Load (kips) 0.00Roof Load (kips) 30.38

Ultimate Load (kips) 83.61

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 25.22Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.483n' (in) 2.200Thickness Required (in) 0.377Thickness controlled by cantilever portion.

Page 7/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 22-C

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 11.74Live Load (kips) 0.00Roof Load (kips) 10.92

Ultimate Load (kips) 31.57

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 9.52Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.286n' (in) 2.200Thickness Required (in) 0.231Thickness controlled by cantilever portion.

Page 8/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 22-D

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 22.66Live Load (kips) 0.00Roof Load (kips) 23.21

Ultimate Load (kips) 64.33

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 19.41Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.418n' (in) 2.200Thickness Required (in) 0.330Thickness controlled by cantilever portion.

Page 9/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 22-F

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 22.83Live Load (kips) 0.00Roof Load (kips) 23.95

Ultimate Load (kips) 65.72

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 19.82Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.422n' (in) 2.200Thickness Required (in) 0.334Thickness controlled by cantilever portion.

Page 10/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 22-H

BASEPLATE DIMENSIONS:N (parallel to web) (in) 10.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS8X8X1/2

Dead Load (kips) 29.14Live Load (kips) 0.00Roof Load (kips) 27.98

Ultimate Load (kips) 79.73

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 24.05Area of Plate (A1) (sq in) 100.00Square Root of (A2/A1) 12.00 Use 2.0

0.65Pp (kips) 331.50

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.200n [B-0.95b]/2.0 (in) 1.200Thickness Required (in) 0.266Checked for cantilever portion only

Page 11/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 21-M

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 31.32Live Load (kips) 5.32Roof Load (kips) 36.14

Ultimate Load (kips) 98.07

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 29.58Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.529n' (in) 2.200Thickness Required (in) 0.408Thickness controlled by cantilever portion.

Page 12/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 21-N

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 28.71Live Load (kips) 5.41Roof Load (kips) 33.42

Ultimate Load (kips) 90.64

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 27.34Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.505n' (in) 2.200Thickness Required (in) 0.392Thickness controlled by cantilever portion.

Page 13/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 21-R

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 27.53Live Load (kips) 0.57Roof Load (kips) 29.01

Ultimate Load (kips) 79.73

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 24.05Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.470n' (in) 2.200Thickness Required (in) 0.368Thickness controlled by cantilever portion.

Page 14/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 20-C.1

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 12.93Live Load (kips) 0.27Roof Load (kips) 12.51

Ultimate Load (kips) 35.66

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 10.76Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.305n' (in) 2.200Thickness Required (in) 0.246Thickness controlled by cantilever portion.

Page 15/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 20-D

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 24.02Live Load (kips) 6.00Roof Load (kips) 28.30

Ultimate Load (kips) 77.10

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 23.26Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.461n' (in) 2.200Thickness Required (in) 0.362Thickness controlled by cantilever portion.

Page 16/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 20-F

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.67Live Load (kips) 7.42Roof Load (kips) 31.10

Ultimate Load (kips) 84.29

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 25.43Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.485n' (in) 2.200Thickness Required (in) 0.378Thickness controlled by cantilever portion.

Page 17/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 20-H

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 32.20Live Load (kips) 1.04Roof Load (kips) 32.33

Ultimate Load (kips) 90.89

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 27.42Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.506n' (in) 2.200Thickness Required (in) 0.393Thickness controlled by cantilever portion.

Page 18/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 19-M

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 34.05Live Load (kips) 4.59Roof Load (kips) 39.53

Ultimate Load (kips) 106.39

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 32.09Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.554n' (in) 2.200Thickness Required (in) 0.425Thickness controlled by cantilever portion.

Page 19/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 19-N

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 31.21Live Load (kips) 4.67Roof Load (kips) 36.58

Ultimate Load (kips) 98.30

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 29.65Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.529n' (in) 2.200Thickness Required (in) 0.408Thickness controlled by cantilever portion.

Page 20/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 19-R

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 30.55Live Load (kips) 0.49Roof Load (kips) 31.71

Ultimate Load (kips) 87.64

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 26.44Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.496n' (in) 2.200Thickness Required (in) 0.386Thickness controlled by cantilever portion.

Page 21/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 18-D

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.32Live Load (kips) 1.53Roof Load (kips) 27.00

Ultimate Load (kips) 74.35

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 22.43Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.452n' (in) 2.200Thickness Required (in) 0.355Thickness controlled by cantilever portion.

Page 22/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 18-F

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.56Live Load (kips) 1.89Roof Load (kips) 28.11

Ultimate Load (kips) 76.60

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 23.11Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.460n' (in) 2.200Thickness Required (in) 0.360Thickness controlled by cantilever portion.

Page 23/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 18-H

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 32.14Live Load (kips) 0.26Roof Load (kips) 31.62

Ultimate Load (kips) 89.29

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 26.94Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.501n' (in) 2.200Thickness Required (in) 0.389Thickness controlled by cantilever portion.

Page 24/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 17-M

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 38.37Live Load (kips) 0.00Roof Load (kips) 40.18

Ultimate Load (kips) 110.34

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 33.28Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.566n' (in) 2.200Thickness Required (in) 0.433Thickness controlled by cantilever portion.

Page 25/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 17-N

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 35.17Live Load (kips) 0.00Roof Load (kips) 36.75

Ultimate Load (kips) 101.00

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 30.47Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.538n' (in) 2.200Thickness Required (in) 0.414Thickness controlled by cantilever portion.

Page 26/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 17-R

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 34.43Live Load (kips) 0.00Roof Load (kips) 37.02

Ultimate Load (kips) 100.55

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 30.33Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.536n' (in) 2.200Thickness Required (in) 0.413Thickness controlled by cantilever portion.

Page 27/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 16-D

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 24.37Live Load (kips) 0.00Roof Load (kips) 27.49

Ultimate Load (kips) 73.22

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 22.09Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.448n' (in) 2.200Thickness Required (in) 0.352Thickness controlled by cantilever portion.

Page 28/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 16-F

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.05Live Load (kips) 0.00Roof Load (kips) 28.29

Ultimate Load (kips) 75.32

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 22.72Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.455n' (in) 2.200Thickness Required (in) 0.357Thickness controlled by cantilever portion.

Page 29/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 16-H

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 31.01Live Load (kips) 0.00Roof Load (kips) 33.35

Ultimate Load (kips) 90.57

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 27.32Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.505n' (in) 2.200Thickness Required (in) 0.392Thickness controlled by cantilever portion.

Page 30/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 15.3-B.3

BASEPLATE DIMENSIONS:N (parallel to web) (in) 10.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS8X8X1/2

Dead Load (kips) 8.61Live Load (kips) 0.00Roof Load (kips) 6.88

Ultimate Load (kips) 21.33

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 6.44Area of Plate (A1) (sq in) 100.00Square Root of (A2/A1) 12.00 Use 2.0

0.65Pp (kips) 331.50

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.200n [B-0.95b]/2.0 (in) 1.200Thickness Required (in) 0.138Checked for cantilever portion only

Page 31/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 15-N

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 33.82Live Load (kips) 0.00Roof Load (kips) 35.48

Ultimate Load (kips) 97.35

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 29.37Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.526n' (in) 2.200Thickness Required (in) 0.406Thickness controlled by cantilever portion.

Page 32/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 15-R

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 33.25Live Load (kips) 0.00Roof Load (kips) 37.50

Ultimate Load (kips) 99.90

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 30.14Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.534n' (in) 2.200Thickness Required (in) 0.412Thickness controlled by cantilever portion.

Page 33/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 15-T

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.750Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 72.14Live Load (kips) 0.00Roof Load (kips) 46.57

Ultimate Load (kips) 161.08

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 48.59Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.714n' (in) 2.200Thickness Required (in) 0.523Thickness controlled by cantilever portion.

Page 34/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 13-L

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 35.02Live Load (kips) 0.00Roof Load (kips) 34.71

Ultimate Load (kips) 97.56

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 29.43Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.527n' (in) 2.200Thickness Required (in) 0.407Thickness controlled by cantilever portion.

Page 35/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 13-P

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 33.92Live Load (kips) 0.00Roof Load (kips) 35.49

Ultimate Load (kips) 97.48

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 29.40Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.527n' (in) 2.200Thickness Required (in) 0.407Thickness controlled by cantilever portion.

Page 36/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 13-R.3

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 34.65Live Load (kips) 24.67Roof Load (kips) 16.55

Ultimate Load (kips) 89.32

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 26.94Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.501n' (in) 2.200Thickness Required (in) 0.389Thickness controlled by cantilever portion.

Page 37/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 13-T

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 59.59Live Load (kips) 0.00Roof Load (kips) 36.58

Ultimate Load (kips) 130.03

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 39.22Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.624n' (in) 2.200Thickness Required (in) 0.470Thickness controlled by cantilever portion.

Page 38/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11.5-B.3

BASEPLATE DIMENSIONS:N (parallel to web) (in) 10.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS8X8X1/2

Dead Load (kips) 8.61Live Load (kips) 0.00Roof Load (kips) 6.88

Ultimate Load (kips) 21.33

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 6.44Area of Plate (A1) (sq in) 100.00Square Root of (A2/A1) 12.00 Use 2.0

0.65Pp (kips) 331.50

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.200n [B-0.95b]/2.0 (in) 1.200Thickness Required (in) 0.138Checked for cantilever portion only

Page 39/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11-L

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 33.46Live Load (kips) 0.00Roof Load (kips) 33.88

Ultimate Load (kips) 94.36

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 28.47Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.517n' (in) 2.200Thickness Required (in) 0.400Thickness controlled by cantilever portion.

Page 40/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11-P

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 32.98Live Load (kips) 0.00Roof Load (kips) 35.12

Ultimate Load (kips) 95.76

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 28.89Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.521n' (in) 2.200Thickness Required (in) 0.403Thickness controlled by cantilever portion.

Page 41/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11-R.3

BASEPLATE DIMENSIONS:N (parallel to web) (in) 8.00B (perpendicular to web) (in) 8.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS6X6X3/8

Dead Load (kips) 16.85Live Load (kips) 50.86

Ultimate Load (kips) 101.59

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 30.64Area of Plate (A1) (sq in) 64.00Square Root of (A2/A1) 15.00 Use 2.0

0.65Pp (kips) 212.16

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.150n [B-0.95b]/2.0 (in) 1.150Thickness Required (in) 0.360Checked for cantilever portion only

Page 42/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11-S

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 26.35Live Load (kips) 0.00Roof Load (kips) 26.03

Ultimate Load (kips) 73.26

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 22.10Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.448n' (in) 2.200Thickness Required (in) 0.353Thickness controlled by cantilever portion.

Page 43/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 11-T.6

BASEPLATE DIMENSIONS:N (parallel to web) (in) 10.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS8X8X1/2

Dead Load (kips) 11.21Live Load (kips) 33.40

Ultimate Load (kips) 66.89

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 20.18Area of Plate (A1) (sq in) 100.00Square Root of (A2/A1) 12.00 Use 2.0

0.65Pp (kips) 331.50

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.200n [B-0.95b]/2.0 (in) 1.200Thickness Required (in) 0.244Checked for cantilever portion only

Page 44/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 10-E

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 26.03Live Load (kips) 0.00Roof Load (kips) 30.42

Ultimate Load (kips) 79.92

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 24.11Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.471n' (in) 2.200Thickness Required (in) 0.368Thickness controlled by cantilever portion.

Page 45/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 10-G

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.77Live Load (kips) 0.00Roof Load (kips) 31.05

Ultimate Load (kips) 80.61

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 24.32Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.473n' (in) 2.200Thickness Required (in) 0.370Thickness controlled by cantilever portion.

Page 46/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 10-I

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 25.98Live Load (kips) 0.00Roof Load (kips) 29.40

Ultimate Load (kips) 78.22

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 23.59Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.465n' (in) 2.200Thickness Required (in) 0.364Thickness controlled by cantilever portion.

Page 47/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 9.5-R.7

BASEPLATE DIMENSIONS:N (parallel to web) (in) 8.00B (perpendicular to web) (in) 8.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size HSS6X6X3/8

Dead Load (kips) 4.15Live Load (kips) 12.39

Ultimate Load (kips) 24.81

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 14400.00Area Required for Bearing (sq in) 7.48Area of Plate (A1) (sq in) 64.00Square Root of (A2/A1) 15.00 Use 2.0

0.65Pp (kips) 212.16

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.150n [B-0.95b]/2.0 (in) 1.150Thickness Required (in) 0.178Checked for cantilever portion only

Page 48/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 9-L

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 32.28Live Load (kips) 9.06Roof Load (kips) 38.85

Ultimate Load (kips) 105.43

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 31.81Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.551n' (in) 2.200Thickness Required (in) 0.423Thickness controlled by cantilever portion.

Page 49/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 9-P

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 31.79Live Load (kips) 5.89Roof Load (kips) 37.94

Ultimate Load (kips) 101.80

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 30.71Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.540n' (in) 2.200Thickness Required (in) 0.416Thickness controlled by cantilever portion.

Page 50/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 8-E

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 26.92Live Load (kips) 4.76Roof Load (kips) 29.63

Ultimate Load (kips) 82.10

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 24.77Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.478n' (in) 2.200Thickness Required (in) 0.373Thickness controlled by cantilever portion.

Page 51/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 8-G

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 29.07Live Load (kips) 8.82Roof Load (kips) 35.21

Ultimate Load (kips) 95.62

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 28.85Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.521n' (in) 2.200Thickness Required (in) 0.403Thickness controlled by cantilever portion.

Page 52/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 8-I

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 29.50Live Load (kips) 1.70Roof Load (kips) 29.88

Ultimate Load (kips) 84.07

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 25.36Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.484n' (in) 2.200Thickness Required (in) 0.378Thickness controlled by cantilever portion.

Page 53/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-C.1

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 16.37Live Load (kips) 0.00Roof Load (kips) 15.93

Ultimate Load (kips) 45.13

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 13.61Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.345n' (in) 2.200Thickness Required (in) 0.277Thickness controlled by cantilever portion.

Page 54/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-E

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 38.41Live Load (kips) 1.39Roof Load (kips) 39.39

Ultimate Load (kips) 109.82

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 33.13Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.564n' (in) 2.200Thickness Required (in) 0.432Thickness controlled by cantilever portion.

Page 55/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-G

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 38.63Live Load (kips) 2.59Roof Load (kips) 42.40

Ultimate Load (kips) 115.48

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 34.84Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.581n' (in) 2.200Thickness Required (in) 0.443Thickness controlled by cantilever portion.

Page 56/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-I

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 39.66Live Load (kips) 0.50Roof Load (kips) 39.01

Ultimate Load (kips) 110.25

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 33.26Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.566n' (in) 2.200Thickness Required (in) 0.432Thickness controlled by cantilever portion.

Page 57/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-L

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 39.92Live Load (kips) 2.17Roof Load (kips) 43.75

Ultimate Load (kips) 118.98

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 35.89Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.592n' (in) 2.200Thickness Required (in) 0.449Thickness controlled by cantilever portion.

Page 58/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-P

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 36.17Live Load (kips) 1.41Roof Load (kips) 39.23

Ultimate Load (kips) 106.88

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 32.24Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.556n' (in) 2.200Thickness Required (in) 0.426Thickness controlled by cantilever portion.

Page 59/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-Q

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 31.38Live Load (kips) 0.00Roof Load (kips) 34.88

Ultimate Load (kips) 93.45

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 28.19Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.514n' (in) 2.200Thickness Required (in) 0.398Thickness controlled by cantilever portion.

Page 60/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 7-S

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 19.16Live Load (kips) 0.00Roof Load (kips) 20.35

Ultimate Load (kips) 55.56

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 16.76Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.386n' (in) 2.200Thickness Required (in) 0.307Thickness controlled by cantilever portion.

Page 61/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3.9-C

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 12.17Live Load (kips) 0.00Roof Load (kips) 11.17

Ultimate Load (kips) 32.47

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 9.80Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.290n' (in) 2.200Thickness Required (in) 0.235Thickness controlled by cantilever portion.

Page 62/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-C

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 12.25Live Load (kips) 0.00Roof Load (kips) 11.86

Ultimate Load (kips) 33.68

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 10.16Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.296n' (in) 2.200Thickness Required (in) 0.239Thickness controlled by cantilever portion.

Page 63/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-E

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 38.96Live Load (kips) 0.00Roof Load (kips) 38.69

Ultimate Load (kips) 108.66

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 32.78Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.561n' (in) 2.200Thickness Required (in) 0.429Thickness controlled by cantilever portion.

Page 64/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-G

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 38.80Live Load (kips) 0.00Roof Load (kips) 40.59

Ultimate Load (kips) 111.50

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 33.63Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.569n' (in) 2.200Thickness Required (in) 0.435Thickness controlled by cantilever portion.

Page 65/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-I

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 39.38Live Load (kips) 0.00Roof Load (kips) 38.80

Ultimate Load (kips) 109.33

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 32.98Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.563n' (in) 2.200Thickness Required (in) 0.431Thickness controlled by cantilever portion.

Page 66/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-K

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 36.31Live Load (kips) 0.00Roof Load (kips) 36.23

Ultimate Load (kips) 101.54

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 30.63Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.539n' (in) 2.200Thickness Required (in) 0.415Thickness controlled by cantilever portion.

Page 67/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 3-Q

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.500Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 30.25Live Load (kips) 0.00Roof Load (kips) 31.96

Ultimate Load (kips) 87.43

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 26.37Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.495n' (in) 2.200Thickness Required (in) 0.385Thickness controlled by cantilever portion.

Page 68/69

Base Plate DesignRAM Steel 14.07.01.01KORDADataBase: 50211 - VA South Bend N-rotated 12/02/15 13:34:35Building Code: IBC Steel Code: AISC360-10 LRFD

Base Plate level Vestibule Roofs, Column Line 1-C

BASEPLATE DIMENSIONS:N (parallel to web) (in) 12.00B (perpendicular to web) (in) 10.00Plate Thickness (in) 0.250Plate Fy (ksi) 36.0

COLUMN DATAColumn Size W10X33

Dead Load (kips) 9.23Live Load (kips) 0.00Roof Load (kips) 8.29

Ultimate Load (kips) 24.34

BEARING:Concrete f'c (ksi) 3.00Size of concrete support (ft x ft) 10.00 x 10.00Area of concrete support (sq in) 14400.00Eff Area of support (A2) (sq in) 12000.00Area Required for Bearing (sq in) 7.34Area of Plate (A1) (sq in) 120.00Square Root of (A2/A1) 10.00 Use 2.0

0.65Pp (kips) 397.80

CALCULATED DIMENSIONS:m [N-0.95d]/2.0 (in) 1.378n [B-0.80b]/2.0 (in) 1.816Lambda 0.250n' (in) 2.200Thickness Required (in) 0.203Thickness controlled by cantilever portion.

Page 69/69