PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x31 8 7.995 0.285 0.435 30.4

Beam End Forces Fx = 6.9 kNFy = 34 kNMz = 38.6 Kip-ft

Factor of Safety = 1.2Fx = 8.28 kNFy = 40.8 kNMz = 46.32 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 13.7 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 63.5 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 2.67Width of top Plate Required = 6 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 2.82 > 2.67Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 14.4 inWidth of Bottom Plate Required = 7.995 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 3.142 > 2.67Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 25.7 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 4.96 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 8 kNFy = 14.4 kNMz = 16.3 Kip-ft

Factor of Safety = 1.2Fx = 9.6 kNFy = 17.28 kNMz = 19.56 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 8.6 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 26.6 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.12Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 1.12Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 6.0 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 1.12Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 10.8 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 2.10 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x28 8.06 6.535 0.285 0.465 27.2

Beam End Forces Fx = 15.82 kNFy = 23.54 kNMz = 28 Kip-ft

Factor of Safety = 1.2Fx = 18.984 kNFy = 28.248 kNMz = 33.6 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 11.1 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 46.8 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.97Width of top Plate Required = 4.5 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 2.115 > 1.97Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 10.6 inWidth of Bottom Plate Required = 5.5 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.162 > 1.97Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 19.0 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 3.43 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 8 kNFy = 14.4 kNMz = 16.3 Kip-ft

Factor of Safety = 1.2Fx = 9.6 kNFy = 17.28 kNMz = 19.56 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 8.6 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 26.6 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.12Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 1.12Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 6.0 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 1.12Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 10.8 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 2.10 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 5.3 kNFy = 18.5 kNMz = 4.9 Kip-ft

Factor of Safety = 1.2Fx = 6.36 kNFy = 22.2 kNMz = 5.88 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 2.6 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 8.3 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.35Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 0.35Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 1.9 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 0.35Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 3.3 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 2.70 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 7.9 kNFy = 18.2 kNMz = 23.2 Kip-ft

Factor of Safety = 1.2Fx = 9.48 kNFy = 21.84 kNMz = 27.84 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 12.3 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 37.4 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.57Width of top Plate Required = 3.5 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.645 > 1.57Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 8.5 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 1.57Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 15.1 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 2.65 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x13 7.99 4 0.23 0.255 9.91

Beam End Forces Fx = 1.6 kNFy = 2.4 kNMz = 1 Kip-ft

Factor of Safety = 1.2Fx = 1.92 kNFy = 2.88 kNMz = 1.2 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 1.1 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 1.8 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.08Width of top Plate Required = 2 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 0.94 > 0.08Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 0.4 inWidth of Bottom Plate Required = 4 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 1.572 > 0.08Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 0.7 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 0.35 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W14x48 13.79 8.03 0.34 0.595 78.4Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 3.2 kNFy = 0.8 kNMz = 0 Kip-ft

Factor of Safety = 1.2Fx = 3.84 kNFy = 0.96 kNMz = 1 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 0.0 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 1.7 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.07Width of top Plate Required = 2 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 0.94 > 0.07Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 0.4 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 0.07Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 0.7 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 0.12 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x28 8.06 6.535 0.285 0.465 27.2

Beam End Forces Fx = 16.58 kNFy = 22.83 kNMz = 35.66 Kip-ft

Factor of Safety = 1.2Fx = 19.896 kNFy = 27.396 kNMz = 42.792 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 14.2 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 59.2 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 2.49Width of top Plate Required = 5.3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 2.491 > 2.49Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 13.5 inWidth of Bottom Plate Required = 6.535 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.568 > 2.49Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 24.0 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 3.33 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 2.8 kNFy = 11.6 kNMz = 15.3 Kip-ft

Factor of Safety = 1.2Fx = 3.36 kNFy = 13.92 kNMz = 18.36 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 8.1 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 24.3 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.02Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 1.02Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 5.5 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 1.02Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 9.8 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 1.69 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x31 8 7.995 0.285 0.435 30.4

Beam End Forces Fx = 22.2 kNFy = 35 kNMz = 42.4 Kip-ft

Factor of Safety = 1.2Fx = 26.64 kNFy = 42 kNMz = 50.88 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 15.1 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 71.2 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 3.00Width of top Plate Required = 6.3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 3.0 > 3.00Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 16.2 inWidth of Bottom Plate Required = 7.995 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 3.142 > 3.00Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 28.8 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 5.10 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 6.1 kNFy = 12 kNMz = 16.1 Kip-ft

Factor of Safety = 1.2Fx = 7.32 kNFy = 14.4 kNMz = 19.32 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 8.5 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 26.0 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 1.10Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 1.10Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.4 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 5.9 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 1.10Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 10.5 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 1.75 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 17.7 kNFy = 6.5 kNMz = 7 Kip-ft

Factor of Safety = 1.2Fx = 21.24 kNFy = 7.8 kNMz = 8.4 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 3.7 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 12.9 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.54Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.4 > 0.54Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 2.9 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 0.54Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 5.2 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 0.95 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 8.9 kNFy = 7 kNMz = 8.1 Kip-ft

Factor of Safety = 1.2Fx = 10.68 kNFy = 8.4 kNMz = 9.72 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 4.3 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 13.9 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.58Width of top Plate Required = 3 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 1.41 > 0.58Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 3.2 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 0.58Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 5.6 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 1.02 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 1 OF 2 REV. C1

DOC.NO.: 9263-73-208 ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO FLANGE OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x13 7.99 4 0.23 0.255 9.91

Beam End Forces Fx = 3.7 kNFy = 4.1 kNMz = 1.5 Kip-ft

Factor of Safety = 1.2Fx = 4.44 kNFy = 4.92 kNMz = 1.8 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 1.6 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 2.8 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.12Width of top Plate Required = 2 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 0.9 > 0.12Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 0.6 inWidth of Bottom Plate Required = 4 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 1.572 > 0.12Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 1.2 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 0.60 in

Two 12mm diameter ( 14mm hole size ) Erection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2

PAGE NO.:CONTRACT NO.: 9263SHEET 2 OF 2 REV.C1

DOC.NO.: 9263-73-208B ITEM NO.: -PROJECT:SONGO SONGO GAS PIPELINE PROJECTPREPD.: BVRR CHKD.: NR APPD.: INMDATE: DATE: DATE:

BEAM CONNECTED TO WEB OF COLUMNDepth of Flange Thickness Thickness Sectional

beam Db (in) width (in )Web ( in ) Flange (in )Column W8x40 8.25 8.07 0.36 0.56 39.8Beam W8x21 8.28 5.27 0.25 0.4 20.4

Beam End Forces Fx = 4.1 kNFy = 1 kNMz = 1 Kip-ft

Factor of Safety = 1.2Fx = 4.92 kNFy = 1.2 kNMz = 1.2 Kip-ft

MOMENT CONNECTIONBending Stress in Beam = (0.9*Mz)/S

= 0.5 Ksi< 0.66 * fy = 23.76 Ksi

Bending Force on Connecting Plates = F = (0.9*Mz)/Db= 2.1 Kips

Sectional Area of Connecting Plates = Ap = F/23.76

= 0.09Width of top Plate Required = 2 inThickness of Top Plate Required = 0.47 in = 12 mm

Area of Top Plate Provided = 0.94 > 0.09Size of fillet weld is required to connecttop plate to upper flange of beam = 0.393 in = 10 mm

Strength of Shop weld = 11.2

Strength of Field weld (70% of shop weld) = 7.84Strength of Shop weld

per unit length ( fw) = 4.40 Kip/inLength of fillet weld is required to connecttop plate to upper flange of beam( Field weld) = F/fw

= 0.5 inWidth of Bottom Plate Required = 5.27 inThickness of Bottom Plate Required = 0.393 in = 10 mm

Area of Bottom Plate Provided = 2.071 > 0.09Size of fillet weld is required to connectBottom plate to Bottom flange of beam = 0.315 in = 8 mmStrength of Field weld/unit length ( fw1) = 2.47 Kip/inLength of fillet weld is required to connectbottom plate to bottom flange of beam( shop weld) = F/fw1

= 0.9 inFull penetration Butt weld is required to connect top & bottom plates to column flange.

SHEAR CONNECTION

Angleof size 2'x2'x5/16' is used to connect Web of beam to Flange of ColumnSize of fillet weld is required to connectangle to web of beam = 0.236 inStrength of Field weld (70% of shop weld)

per unit length ( fw1) = 1.85 Kip/in

Length of fillet weld is required to connectangle to web of beam = 0.15 in

Two 12mm diameter ( 14mm hole size ) Eerection bolts are required

JOHN BROWN TECHNOLOGIES (INDIA) PVT.

LTD.

DESIGN REPORT - BEAM COLUMN CONNECTION

Modulus S (in3)

in2

in2 in2

Kip/in2

Kip/in2

in2 in2

FJ5040-1/2