gospel steel truss

7/28/2019 Gospel Steel Truss

1/18

DESIGN OF STEEL TRUSS MARK : T1Project : SCHOOL BUILDING

Location : BRGY. SUMPONG, MALAYBALAY,BUKIDNON

Owner : MARYWOODS ACADEMT INC. Page 1 of 1

DESIGN DATA

Span of Truss 8.00 m

Depth 2.75 m

Fy 248 MPa

E 200,000 MPa

Design of TOP/BOTTOM CHORD

Design Load :

Axial : P 38.65 KN Tension

42.80 KN Compression

Shear : V - KN

Moment : M 0.11 KN-m

Top/Bottom Chord Data :

Section = 5

A = 890 mm2 C = 125.98

I = 116,545 mm4 k = 1.00

r = 11 mm Lu = 1,000.00 mm

c1 = 12 mm c2 = 28 mm

FS = 1.89 KLu/Cr = 0.69

Stresses

Allowable

Fa = 131.55 MPa fa = 48.07 MPa

Fb = 148.80 MPa fb = 10.96 MPa

Ft = 124.00 MPa ft = 43.41 Mpa

fa/Fa + fb/Fb = 0.44 OK!

DESIGN OF WEB MEMBERS

Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 8

A = 568 mm2 C = 125.98

I = 30,801 mm4 k = 1.00

r = 7 mm Lu = 1,000.00 mm

c1 = 9 mm c2 = 16 mm

FS = - KLu/Cr = 1.08

Stresses

Allowable

Fa = 55.88 MPa fa = 42.89 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 50.43 Mpa


Actual

Actual


2/18

Area Moment of Inertia Raduis of Gyration Centroid x, or y

2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


3/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17


4/18

DESIGN OF STEEL TRUSS MARK : T1Project : PROPOSED MULTI-PURPOSE BLDG.

Location : CARMEN, CDOC

Owner : PHIL. ACADEMY OF FAMILY PHYSICIANS Page 1 of 1

DESIGN DATA


Depth 2.00 m

Fy 248 MPa

E 200,000 MPa


Design Load :



Shear : V - KN



Section = 3

A = 916 mm2 C = 125.98

I = 233,090 mm4 k = 1.00

r = 16 mm Lu = 1,000.00 mm

c1 = 14 mm c2 = 36 mm

FS = 1.84 KLu/Cr = 0.50

Stresses

Allowable

Fa = 134.80 MPa fa = 46.72 MPa

Fb = 148.80 MPa fb = 6.65 MPa

Ft = 124.00 MPa ft = 42.19 Mpa



Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 12

A = 458 mm2 C = 125.98

I = 116,545 mm4 k = 1.00

r = 16 mm Lu = 1,000.00 mm

c1 = 14 mm c2 = 36 mm

FS = 1.84 KLu/Cr = 0.50

Stresses

Allowable

Fa = 134.80 MPa fa = 53.16 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 62.50 Mpa


Actual

Actual


5/18


2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


6/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17


7/18

DESIGN OF STEEL TRUSS MARK : T1Project : PROPOSED CHURCH BUILDING

Location : BULUA, CAGAYAN DE ORO CITY

Owner : CHRIST'S GOSPEL FELLOWSHIP MINISTRIES INC. Page 1 of 1

DESIGN DATA :


Depth 2.50 m

Fy 248 MPa

E 200,000 MPa


Design Load :



Shear : V - KN



Section = 2

A = 1,535 mm2 C = 125.98

I = 586,886 mm4 k = 1.00

r = 27 mm Lu = 1,000.00 mm

c1 = 18 mm c2 = 32 mm

FS = 1.77 KLu/Cr = 0.30

Stresses

Allowable

Fa = 139.72 MPa fa = 61.35 MPa

Fb = 148.80 MPa fb = 3.28 MPa

Ft = 124.00 MPa ft = 55.75 Mpa



Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 12

A = 458 mm2 C = 125.98

I = 116,545 mm4 k = 1.00

r = 16 mm Lu = 1,000.00 mm

c1 = 14 mm c2 = 36 mm

FS = 1.84 KLu/Cr = 0.50

Stresses

Allowable

Fa = 134.80 MPa fa = 80.56 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 84.70 Mpa


Actual

Actual


8/18


2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


9/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17


10/18

DESIGN OF STEEL TRUSS MARK : T1Project : ONE STOREY BUILDING

Location : CAPISNON, KAUSWAGAN, CDOC

Owner : MERIAN M. CASTELLANO Page 1 of 1

DESIGN DATA


Depth 1.00 m

Fy 248 MPa

E 200,000 MPa


Design Load :



Shear : V - KN



Section = 6

A = 684 mm2 C = 125.98

I = 91,571 mm4 k = 1.00

r = 11 mm Lu = 1,000.00 mm

c1 = 12 mm c2 = 28 mm

FS = 1.89 KLu/Cr = 0.69

Stresses

Allowable

Fa = 131.55 MPa fa = 47.74 MPa

Fb = 148.80 MPa fb = 13.95 MPa

Ft = 124.00 MPa ft = 36.26 Mpa



Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 17

A = 284 mm2 C = 125.98

I = 15,401 mm4 k = 1.00

r = 7 mm Lu = 1,000.00 mm

c1 = 9 mm c2 = 16 mm

FS = - KLu/Cr = 1.08

Stresses

Allowable

Fa = 55.88 MPa fa = 55.13 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 65.52 Mpa


Actual

Actual


11/18


2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


12/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17


13/18

DESIGN OF STEEL TRUSS MARK : T1Project : SEA OIL FILLING STATION

Location : BULUA, CAGAYAN DE ORO CITY

Owner : SEA OIL PHILIPPINES INC. Page 1 of 1

DESIGN DATA


Depth 1.60 m

Fy 248 MPa

E 200,000 MPa


Design Load :



Shear : V - KN



Section = 4

A = 955 mm2 C = 125.98

I = 158,168 mm4 k = 1.00

r = 16 mm Lu = 1,000.00 mm

c1 = 14 mm c2 = 36 mm

FS = 1.84 KLu/Cr = 0.50

Stresses

Allowable

Fa = 134.97 MPa fa = 81.98 MPa

Fb = 148.80 MPa fb = 9.45 MPa

Ft = 124.00 MPa ft = 57.48 Mpa



Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 7

A = 465 mm2 C = 125.98

I = 64,932 mm4 k = 1.00

r = 12 mm Lu = 1,000.00 mm

c1 = 11 mm c2 = 29 mm

FS = 1.88 KLu/Cr = 0.68

Stresses

Allowable

Fa = 131.76 MPa fa = 61.35 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 76.75 Mpa


Actual

Actual


14/18


2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


15/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17


16/18

DESIGN OF STEEL TRUSS MARK : T1Project :TWO STOREY RES'L. BLDG.

Location : UPPER MACASANDIG, CDOC

Owner : MARK MANFRED ANTHONY SOLERO Page 1 of 1

DESIGN DATA


Depth 2.60 m

Fy 248 MPa

E 200,000 MPa


Design Load :



Shear : V - KN



Section = 5

A = 890 mm2 C = 125.98

I = 116,545 mm4 k = 1.00

r = 11 mm Lu = 1,000.00 mm

c1 = 12 mm c2 = 28 mm

FS = 1.89 KLu/Cr = 0.69

Stresses

Allowable

Fa = 131.55 MPa fa = 87.92 MPa

Fb = 148.80 MPa fb = 10.96 MPa

Ft = 124.00 MPa ft = 61.64 Mpa



Design Load :



Shear : V - KN

Moment : M - KN-m

Web Members Data :

Section = 5

A = 890 mm2 C = 125.98

I = 116,545 mm4 k = 1.00

r = 11 mm Lu = 1,637.00 mm

c1 = 12 mm c2 = 28 mm

FS = - KLu/Cr = 1.14

Stresses

Allowable

Fa = 50.21 MPa fa = 42.96 MPa

Fb = 148.80 MPa fb = 0.00 MPa

Ft = 124.00 MPa ft = 54.64 Mpa


Actual

Actual


17/18


2L 50x50x6.0 1 1,213 1 291,362 1 15 1 15

2L 63x63x6.0 2 1,535 2 586,886 2 27 2 18

2L 50x50x4.8 3 916 3 233,090 3 16 3 14

2L 50x50x3.2 4 955 4 158,168 4 16 4 14

2L 40x40x6.0 5 890 5 116,545 5 11 5 12

2L 40x40x4.8 6 684 6 91,571 6 11 6 12

2L 40x40x3.2 7 465 7 64,932 7 12 7 11

2L 25x25x6.0 8 568 8 30,801 8 7 8 9

2L 25x25x4.8 9 439 9 24,974 9 8 9 8

2L 25x25x3.2 10 297 10 18,314 10 8 10 8L 50x50x6.0 11 606 11 145,681 11 15 11 15

L 50x50x4.8 12 458 12 116,545 12 16 12 14

L 50x50x3.2 13 477 13 79,084 13 16 13 14

L 40x40x6.0 14 445 14 58,272 14 11 14 12

L 40x40x4.8 15 342 15 45,785 15 11 15 12

L 40x40x3.2 16 232 16 32,466 16 12 16 11

L 25x25x6.0 17 284 17 15,401 17 7 17 9

L 25x25x4.8 18 219 18 12,487 18 8 18 8

L 25x25x3.2 19 148 19 9,157 19 8 19 8


18/18

63.5

1 35

2 32

3 36

4 36

5 28

6 28

7 29

8 16

9 17 0.716827656

10 17 18.2074224711 35

12 36

13 36

14 28

15 28

16 29

17 16

18 17

19 17

gospel steel truss

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