ตารางเหล็กท่อสาหรับออกแบบโรงงาน (โดยวิธี LRFD)

Span, L Bay Eave Eave C to C Depth (mm) Total depth (mm) No
(m) Width Height Length Ch
D1 D2 L/D1 TD1 TD2 segm
26 (m) (m) (m)
26 5 6 2 1650 2787 16 1775 2912 2
26 5 7 2 1650 2787 16 1775 2912 2
26 5 8 2 1650 2787 16 1775 2912 2
26 5 9 2 1650 2787 16 1775 2912 2
26 6 6 2 1650 2787 16 1775 2912 2
26 6 7 2 1650 2787 16 1775 2912 2
26 6 8 2 1650 2787 16 1775 2912 2
28 6 9 2 1650 2787 16 1775 2912 2
28 5 6 2 1750 2974 16 1875 3099 2
28 5 7 2 1750 2974 16 1875 3099 2
28 5 8 2 1750 2974 16 1875 3099 2
28 5 9 2 1750 2974 16 1875 3099 2
28 6 6 2 1750 2974 16 1875 3099 2
28 6 7 2 1750 2974 16 1875 3099 2
28 6 8 2 1750 2974 16 1875 3099 2
30 6 9 2 1750 2974 16 1875 3099 2
30 5 6 2 1850 3162 16 1975 3287 2
30 5 7 2 1850 3162 16 1975 3287 2
30 5 8 2 1850 3162 16 1975 3287 2
30 5 9 2 1850 3162 16 1975 3287 2
30 6 6 2 1850 3162 16 2000 3312 2
30 6 7 2 1850 3162 16 2000 3312 2
30 6 8 2 1850 3162 16 2000 3312 2
6 9 2 1850 3162 16 2000 3312 2

16

o. of Truss weight (kg) Purlin
hord
ment Wb Wa WT @ 1.00 m @1.50 m
20 (kg/m) (kg/m2) (kg)
20
20 45.1 9.0 1172 C100x50x20x2.3mm(4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 45.2 9.0 1175 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 45.4 9.1 1180 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 45.3 9.1 1179 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 46.4 7.7 1207 C100x50x20x2.3mm(4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 46.5 7.8 1210 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 46.5 7.8 1210 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 46.8 7.8 1216 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 C125x50x20x2.3mm (4.51 kg/m) C150x50x20x2.3mm (4.96 kg/m)
20 44.8 9.0 1255 C100x50x20x2.3mm(4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 44.8 9.0 1253 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 44.8 9.0 1255 C100x50x20x2.3mm(4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
20 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
45.0 9.0 1260 C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
C100x50x20x2.3mm (4.06kg/m) C125x50x20x2.3mm (4.51 kg/m)
48.6 8.1 1360

48.7 8.1 1363

48.7 8.1 1363

48.9 8.2 1370

48.2 9.6 1445

48.1 9.6 1443

48.2 9.6 1446

48.2 9.6 1445

57.4 9.6 1723

57.4 9.6 1721

57.6 9.6 1727

57.8 9.6 1735

Table 7: Truss Member Size (Tube section)

Span, L Bay Eave Eave Chord Member secti
(m) Width Height Length
TC BC Vertical web
12 (m) (m) (m) T10 T11
12 T10 T12 V1 V2 V3
12 5 6 1.5 T10 T14 T1 T5 T1
12 5 7 1.5 T10 T17 T3 T5 T1
12 5 8 1.5 T10 T12 T3 T5 T1
12 5 9 1.5 T10 T14 T5 T7 T1
12 6 6 1.5 T10 T14 T2 T7 T3
12 6 7 1.5 T10 T18 T3 T7 T3
14 6 8 1.5 T12 T11 T5 T7 T3
14 6 9 1.5 T12 T12 T5 T7 T3
14 5 6 1.5 T12 T14 T1 T7 T3
14 5 7 1.5 T12 T17 T3 T7 T3
14 5 8 1.5 T14 T11 T3 T7 T3
14 5 9 1.5 T14 T14 T5 T7 T3
14 6 6 1.5 T14 T14 T2 T7 T3
14 6 7 1.5 T14 T17 T3 T7 T3
16 6 8 1.5 T14 T10 T5 T7 T3
16 6 9 1.5 T14 T12 T5 T7 T3
16 5 6 1.5 T14 T14 T1 T7 T3
16 5 7 1.5 T14 T17 T3 T7 T3
16 5 8 1.5 T14 T11 T3 T7 T3
16 5 9 1.5 T14 T14 T5 T7 T3
16 6 6 1.5 T14 T14 T2 T7 T3
16 6 7 1.5 T14 T17 T3 T7 T3
18 6 8 1.5 T18 T12 T5 T7 T3
18 6 9 1.5 T18 T12 T5 T7 T3
18 5 6 1.5 T18 T14 T1 T7 T3
18 5 7 1.5 T18 T17 T3 T7 T3
18 5 8 1.5 T19 T14 T3 T7 T3
18 5 9 1.5 T19 T14 T5 T7 T3
18 6 6 1.5 T19 T14 T1 T7 T5
18 6 7 1.5 T19 T18 T3 T7 T5
6 8 1.5 T3 T7 T5
6 9 1.5 T5 T7 T5

17

ion Intermediate BC

Diagonal Stub Main Strut Roof Bracing bracing
Column Column Bracing interval (nb)

D1 D2 D3 SC

T3 T3 T1 T10 T20 T8 15 2 Y

T3 T3 T1 T12 T20 T8 15 2 Y

T5 T5 T1 T14 T21 T8 15 2 Y

T7 T7 T1 T17 T23 T8 15 2 Y

T3 T3 T1 T11 T20 T8 15 2 Y

T5 T5 T1 T14 T22 T8 15 2 Y

T7 T7 T1 T14 T23 T8 15 2 Y

T7 T7 T1 T17 T23 T8 15 2 Y

T3 T3 T1 T10 T20 T8 15 2 Y

T3 T3 T1 T12 T20 T8 15 2 Y

T5 T5 T1 T14 T21 T8 15 2 Y

T7 T7 T1 T14 T23 T8 15 2 Y

T3 T3 T2 T11 T20 T10 15 2 Y

T5 T5 T2 T12 T22 T10 15 2 Y

T7 T7 T2 T14 T23 T10 15 2 Y

T7 T7 T2 T17 T23 T10 15 2 Y

T3 T3 T3 T10 T20 T10 15 2 Y

T3 T3 T3 T11 T20 T10 15 2 Y

T5 T5 T3 T14 T22 T10 15 2 Y

T7 T7 T3 T14 T23 T10 15 2 Y

T3 T5 T3 T10 T20 T10 15 2 Y

T5 T5 T3 T12 T22 T10 15 2 Y

T5 T7 T3 T14 T23 T10 15 2 Y

T7 T7 T3 T17 T23 T10 15 2 Y

T2 T5 T3 T10 T20 T10 15 2 Y

T3 T5 T3 T11 T20 T10 15 2 Y

T5 T5 T3 T12 T22 T10 15 2 Y

T7 T7 T3 T14 T23 T10 15 2 Y

T3 T5 T3 T10 T20 T10 15 2 Y

T3 T5 T3 T12 T22 T10 15 2 Y

T5 T7 T3 T14 T23 T10 15 2 Y

T7 T7 T3 T17 T23 T10 15 2 Y

Span, L Bay Eave Eave Chord Member secti
(m) Width Height Length
TC BC Vertical web
20 (m) (m) (m) T20 T14
20 T20 T14 V1 V2 V3
20 5 6 2 T20 T14 T1 T7 T5
20 5 7 2 T20 T17 T3 T7 T5
20 5 8 2 T20 T14 T3 T7 T5
20 5 9 2 T20 T14 T5 T7 T5
20 6 6 2 T20 T14 T2 T9 T5
20 6 7 2 T20 T17 T3 T9 T5
22 6 8 2 T19 T14 T5 T9 T5
22 6 9 2 T19 T14 T5 T9 T5
22 5 6 2 T20 T14 T2 T9 T5
22 5 7 2 T20 T14 T3 T9 T5
22 5 8 2 T20 T14 T3 T9 T5
22 5 9 2 T20 T14 T5 T9 T5
22 6 6 2 T20 T14 T3 T9 T5
22 6 7 2 T20 T17 T3 T9 T5
24 6 8 2 T20 T14 T5 T9 T5
24 6 9 2 T20 T14 T5 T9 T5
24 5 6 2 T20 T14 T3 T9 T5
24 5 7 2 T20 T17 T3 T9 T5
24 5 8 2 T20 T17 T3 T9 T5
24 5 9 2 T20 T17 T5 T9 T5
24 6 6 2 T20 T17 T3 T9 T7
24 6 7 2 T20 T17 T3 T9 T7
26 6 8 2 T20 T17 T5 T9 T7
26 6 9 2 T20 T17 T5 T9 T7
26 5 6 2 T20 T17 T3 T9 T7
26 5 7 2 T20 T17 T3 T9 T7
26 5 8 2 T20 T17 T3 T9 T7
26 5 9 2 T20 T17 T5 T9 T7
26 6 6 2 T20 T17 T3 T10 T7
26 6 7 2 T20 T17 T3 T10 T7
6 8 2 T3 T10 T7
6 9 2 T5 T10 T7

18

ion Intermediate BC

Diagonal Stub Main Strut Roof Bracing bracing
Column Column Bracing interval (nb)

D1 D2 D3 SC

T2 T5 T3 T10 T20 T10 15 2 Y

T3 T5 T3 T11 T20 T10 15 2 Y

T5 T5 T3 T12 T22 T10 15 2 Y

T7 T7 T3 T14 T23 T10 15 2 Y

T3 T7 T3 T10 T20 T10 15 2 Y

T3 T7 T3 T12 T20 T10 15 2 Y

T5 T7 T3 T14 T23 T10 15 2 Y

T7 T7 T3 T17 T23 T10 15 2 Y

T2 T7 T5 T9 T20 T10 15 3 Y

T3 T7 T5 T11 T20 T10 15 3 Y

T5 T7 T5 T12 T22 T10 15 3 Y

T7 T7 T5 T14 T23 T10 15 3 Y

T3 T7 T5 T10 T20 T10 15 3 Y

T3 T7 T5 T12 T20 T10 15 3 Y

T5 T7 T5 T14 T22 T10 15 3 Y

T7 T7 T5 T14 T23 T10 15 3 Y

T2 T7 T5 T9 T20 T10 15 3 Y

T3 T7 T5 T10 T20 T10 15 3 Y

T5 T7 T5 T12 T22 T10 15 3 Y

T5 T7 T5 T14 T23 T10 15 3 Y

T3 T7 T5 T10 T20 T10 15 3 Y

T3 T7 T5 T11 T20 T10 15 3 Y

T5 T7 T5 T14 T22 T10 15 3 Y

T7 T7 T5 T14 T23 T10 15 3 Y

T3 T7 T7 T9 T20 T10 19 3 Y

T3 T7 T7 T10 T20 T10 19 3 Y

T5 T7 T7 T12 T22 T10 19 3 Y

T5 T7 T7 T14 T23 T10 19 3 Y

T3 T9 T7 T10 T20 T10 19 3 Y

T3 T9 T7 T11 T20 T10 19 3 Y

T5 T9 T7 T12 T22 T10 19 3 Y

T7 T9 T7 T14 T23 T10 19 3 Y

Span, L Bay Eave Eave Chord Member secti
(m) Width Height Length
TC BC Vertical web
28 (m) (m) (m) T20 T17
28 T20 T17 V1 V2 V3
28 5 6 2 T20 T17 T3 T9 T7
28 5 7 2 T20 T17 T3 T9 T7
28 5 8 2 T20 T18 T3 T9 T7
28 5 9 2 T20 T18 T5 T9 T7
28 6 6 2 T20 T18 T3 T10 T7
28 6 7 2 T20 T18 T3 T10 T7
30 6 8 2 T20 T18 T3 T10 T7
30 6 9 2 T20 T18 T5 T10 T7
30 5 6 2 T20 T18 T3 T10 T7
30 5 7 2 T20 T18 T3 T10 T7
30 5 8 2 T20 T20 T3 T10 T7
30 5 9 2 T20 T20 T5 T10 T7
30 6 6 2 T20 T20 T3 T10 T7
30 6 7 2 T20 T20 T3 T10 T7
6 8 2 T3 T10 T7
6 9 2 T5 T10 T7

19

ion Stub Main Roof Intermediate BC
Diagonal Column Column Bracing Bracing bracing

Strut interval (nb)

D1 D2 D3 SC

T3 T7 T7 T10 T20 T10 19 3 Y

T3 T7 T7 T10 T20 T10 19 3 Y

T3 T7 T7 T11 T22 T10 19 3 Y

T5 T7 T7 T14 T23 T10 19 3 Y

T3 T9 T7 T10 T22 T10 19 3 Y

T3 T9 T7 T11 T22 T10 19 3 Y

T5 T9 T7 T12 T25 T10 19 3 Y

T7 T9 T7 T14 T26 T10 19 3 Y

T3 T9 T7 T10 T22 T10 19 4 Y

T3 T9 T7 T10 T22 T10 19 4 Y

T3 T9 T7 T11 T23 T10 19 4 Y

T5 T9 T7 T12 T26 T10 19 4 Y

T3 T9 T7 T10 T22 T10 19 4 Y

T3 T9 T7 T10 T22 T10 19 4 Y

T5 T9 T7 T12 T25 T10 19 4 Y

T7 T9 T7 T14 T26 T10 19 4 Y

Table 8: Connection & column base plate (Tube section)

Span, L Bay Eave Eave Main Weld Withou
(m) Width Heigh Length Column Size Size (mmxmm) Th
t (m) (mm)
12 (m) (m) T20 6 350x350
12 5 6 1.5 T20 6 350x350
12 5 7 1.5 T21 8 350x350
12 5 8 1.5 T23 8 400x400
12 5 9 1.5 T20 6 350x350
12 6 6 1.5 T22 6 400x400
12 6 7 1.5 T23 8 400x400
12 6 8 1.5 T23 8
14 6 9 1.5 T20 6 -
14 6 T20 6
14 5 7 1.5 T21 8 350x350
14 5 8 1.5 T23 8 350x350
14 5 9 1.5 T20 6 350x350
14 5 6 1.5 T22 6 400x400
14 6 7 1.5 T23 8 350x350
14 6 8 1.5 T23 8 400x400
16 6 9 1.5 T20 6 400x400
16 6 6 1.5 T20 6
16 5 7 1.5 T22 6 -
16 5 8 1.5 T23 8
16 5 9 1.5 T20 6 350x350
16 5 6 1.5 T22 6 350x350
16 6 7 1.5 T23 8 400x400
16 6 8 1.5 T23 8 400x400
18 6 9 1.5 T20 6 350x350
18 6 6 1.5 T20 6 400x400
18 5 7 1.5 T22 6 400x400
18 5 8 1.5 T23 8
5 9 1.5 -
5 1.5
350x350
350x350
400x400
400x400

20

ut stiffeners Base plate With stiffeners
hk (mm)
Bolt Size (mmxmm) Thk (mm) Bolt Stiffeners Thk
25 6ø28 350x350 6
25 6ø28 350x350 15 6ø28 6
25 6ø28 350x350 6
30 6ø28 400x400 15 6ø28 6
25 6ø28 350x350 6
30 6ø28 400x400 15 6ø28 6
30 6ø28 400x400 6
- 400x400 15 6ø28 6
- 350x350 6
25 350x350 15 6ø28 6
25 6ø28 350x350 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 350x350 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
- 6ø28 350x350 6
350x350 15 6ø28 6
25 - 400x400 6
25 400x400 15 6ø28 6
30 6ø28 350x350 6
30 6ø28 400x400 15 6ø28 6
25 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
30 6ø28 350x350 6
- 6ø28 350x350 15 6ø28 6
6ø28 400x400 6
25 400x400 15 6ø28 6
25 -
30 15 6ø28
30 6ø28
6ø28 15 6ø28
6ø28
6ø28 15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

Span, L Bay Eave Eave Main Weld Withou
(m) Width Heigh Length Column Size
t (m) (mm) Size (mmxmm) Th
18 (m) (m) T20 350x350
18 6 T22 6 400x400
18 6 7 1.5 T23 6 400x400
18 6 8 1.5 T23 8 -
20 6 9 1.5 T20 8
20 6 6 1.5 T20 6 350x350
20 5 7 2 T22 6
20 5 8 2 T23 6 350x350
20 5 9 2 T20 8 400x400
20 5 6 2 T20 6 400x400
20 6 7 2 T23 6
20 6 8 2 T23 8 350x350
22 6 9 2 T20 8
22 6 6 2 T20 6 350x350
22 5 7 2 T22 6
22 5 8 2 T23 6 400x400
22 5 9 2 T20 8 -
22 5 6 2 T20 6
22 6 7 2 T22 6 350x350
22 6 8 2 T23 6 350x350
24 6 9 2 T20 8
24 6 6 2 T20 6 400x400
24 5 7 2 T22 6
24 5 8 2 T23 6 400x400
24 5 9 2 T20 8
24 5 6 2 T20 6 350x350
24 6 7 2 T22 6 -
24 6 8 2 T23 6 -
6 9 2 8 -
6 2
350x350
350x350
400x400

400x400

350x350
-
-
-

ut stiffeners Base plate With stiffeners 21

hk (mm) Bolt Size (mmxmm) Thk (mm) Bolt Stiffeners Thk
6ø28 350x350 6ø28 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 400x400 15 6ø28 6
30 400x400 15 6ø28 6
- - 350x350 15 6ø28 6
350x350 15 6
25 6ø28 400x400 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 350x350 15 6ø28 6
30 6ø28 350x350 15 6ø28 6
25 6ø28 400x400 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 350x350 15 6ø28 6
- 350x350 15 6ø28 6
- 400x400 6
25 400x400 15 6ø28 6
25 6ø28 350x350 15 6ø28 6
30 6ø28 350x350 15 6ø28 6
30 6ø28 400x400 6
25 6ø28 400x400 15 6ø28 6
- 6ø28 350x350 15 6ø28 6
- 350x350 15 6ø28 6
- - 400x400 6
- 400x400 15 6ø28 6
25 - 350x350 15 6ø28 6
25 350x350 15 6ø28 6
30 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
25 6ø28 15 6ø28
- 6ø28 15 6ø28
- 6ø28
- 15 6ø28
- 15 6ø28
- 15 6ø28
- 15 6ø28
15 6ø28

Span, L Bay Eave Eave Main Weld Withou
(m) Width Heigh Length Column Size
t (m) (mm) Size (mmxmm) Th
26 (m) (m) T20 350x350
26 6 T20 6 350x350
26 5 7 2 T22 6 400x400
26 5 8 2 T23 6 400x400
26 5 9 2 T20 8 350x350
26 5 6 2 T20 6 -
26 6 7 2 T22 6 -
26 6 8 2 T23 6 -
28 6 9 2 8
28 6 6 2 T20 350x350
28 5 7 2 T20 6 350x350
28 5 8 2 T22 6 400x400
28 5 9 2 T23 6
28 5 6 2 T22 8 400x400
28 6 7 2 T22 6
28 6 8 2 T25 6 400x400
30 6 9 2 T26 8 -
30 6 6 2 T22 8 -
30 5 7 2 T22 6 -
30 5 8 2 T23 6
30 5 9 2 T26 8 400x400
30 5 6 2 T22 8
30 6 7 2 T22 6 400x400
30 6 8 2 T25 6 400x400
6 9 2 T26 8 400x400
6 2 8
400x400
-
-
-

ut stiffeners Base plate With stiffeners 22

hk (mm) Bolt Size (mmxmm) Thk (mm) Bolt Stiffeners Thk
6ø28 350x350 6
25 6ø28 350x350 15 6ø28 6
25 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
30 6ø28 350x350 6
25 350x350 15 6ø28 6
- - 400x400 6
- - 400x400 15 6ø28 6
- - 350x350 6
350x350 15 6ø28 6
25 6ø28 400x400 6
25 6ø28 400x400 15 6ø28 6
30 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
30 6ø28 500x500 6
- 550x550 15 6ø28 6
- - 400x400 6
- - 400x400 15 6ø28 6
- 400x400 6
30 550x550 15 6ø28 6
30 6ø28 400x400 6
30 6ø28 400x400 15 6ø28 6
30 6ø28 500x500 6
30 6ø28 550x550 15 6ø28 6
- 6ø28
- 15 6ø28
- -
- 15 6ø28
-
15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

15 6ø28

FIGURE 1 : ROOF PLAN BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH
VERTICAL BRACING VERTICAL BRACING PURLIN
BAY WIDTH SEE TABLE 2, 6 SC T2 SC T2
EAVE LENGTH SC T2
SC T2 SC T2 SC T2 SC SØA1G2 mROmD@ MID SPAN

SEE INTERMEDIATE SEE INTERMEDIATE SEE INTERMEDIATE SEE INTERMEDIATE SEE INTERMEDIATE SEE INTERMEDIATE FTig4.7 CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) FTig4.7
BRACING LOCATION BRACING LOCATION BRACING LOCATION BRACING LOCATION BRACING LOCATION BRACING LOCATION CHS 65x3.2 (5.77 kg/m) SREOEOTFABBRLAEC3I,N7G CHS 65x3.2 (5.77 kg/m) FTig4.7
SEREOTOAFBBLREA3C, 7ING
CHS 65x3.2 (5.77 kg/m)
FTig4.7 CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m)

SPAN LENGTH T1 T3
T1
T1
T1
T1
T3 T3 T3 T3 T3
T1 T1

FTig4.7 CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) FTig4.7

FTig4.7 CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) FTig4.7

EAVE LENGTH SC T2 SC T2 SC T2 SC T2 SC T2 SC T2 SC

VERTICAL BRACING VERTICAL BRACING SEE TABLE 2, 6
PURLIN
ROOF PLAN

FIGURE 2 : T1 DETAIL

1 2 3 4 5 6 7 8 9 10 11 10 9 8 7 6 5 4 3 2 1

CONNECTION DETAIL "2" TRUSS T3 CONNECTION DETAIL "2"

TRUSS T2 TOP CHORD TC TOP CHORD TC TRUSS T2
TRUSS DEPTH
D2

TRUSS DEPTH
D1
V1
D1
V1
D1
SC
V2
V2
V2
V2
V3
V3
V3
V3
D3
V3
D3
V3
D3
V3
D3
V2
D2
V2
D2
V2
V2
SC
V1
V1
D1
D1

D3
D3

D3
D3
D2
D2

D2
D2
D2 D2
BOTTOM CHORD BC CONNECTION DETAIL "1"

CONNECTION DETAIL "1"

EAVE HEIGHT
MAIN COLUMN
MAIN COLUMN

EAVE LENGTH SPAN LENGTH EAVE LENGTH

TRUSS "T1" DETAIL

FIGURE 3 : T2 DETAIL 5000 1000 1000
1000 1000 P- P-
1000
P- CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

P- P-
STUB COLUMN SC
P-
P-
P-
P-

STUB COLUMN SC

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

TRUSS "T2" DETAIL

สําหรับ COLUMN BAY = 5.0 m.

PP-- == PP21 OORR TT35 FFOORR LL >< 2244..0000 mm

6000
1000 1000 1000 1000 1000 1000

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

P- P- P- P- P- P-
STUB COLUMN SC
P-
P-
P-
P-
P-
STUB COLUMN SC

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

TRUSS "T2" DETAIL

สําหรับ COLUMN BAY = 6.0 m.

PP-- == PP12 OORR TT53 FFOORR LL <> 2244..0000 mm

FIGURE 4 : T3 DETAIL

1000 5000 1000 1000
1000 1000 P-

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

P- P- P- P-

TRUSS T1
P-
P-
P-
P-

TRUSS T1

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

PP-- == PP21 OORR TT53 FFOORR LL < 18.00 m TRUSS "T3" DETAIL
> 18.00 m
สาํ หรับ COLUMN BAY = 5.0 m.

6000
1000 1000 1000 1000 1000 1000

CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)

P- P- P- P- P- P-

TRUSS T1
P-
P-
P-
P-
P-

TRUSS T1

P- = P1 OR T3 FOR L < 18.00 m CHS 65x3.2 (5.77 kg/m) OR SHS 60X60X3.2 (5.5 kg/m)
P- = P2 OR T5 FOR L > 18.00 m
TRUSS "T3" DETAIL

สาํ หรับ COLUMN BAY = 6.0 m.

FIGURE 5 ELEVATIONTRUSS DEPTH BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH SEE T2 DETAILS
D1 T2 T2 T2 T2 T2
BAY WIDTHSC T2
T2 T2 T2 T2 T2
T2 CONNECTION DETAIL "4"
A-A A-A A-A A-A
CONNECTION DETAIL "4" CONNECTION
2L-60x60x4 2L-60x60x4 DETAIL "5"2L-60x60x4 2L-60x60x4
CONNECTION
DETAIL "5"
6000
MAIN COLUMN 2L-60x60x4 2L-60x60x4 2L-60x60x4
2L-60x60x4

CONNECTION DETAIL "3" VERTICAL BRACING DETAIL CONNECTION DETAIL "3"

m) BAY WIDTH
T2
TRUSS DEPTH BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH BAY WIDTH
D1 T2 T2 T2 T2 T2
SC T2
T2 SEE T2 DETAILS
CHS 65x3.2 (5.77 kg/m)
2L-60x60x4CONAN-EACTIONTD2ETAIL "4" 2L-60x60x4 T2 T2 2L-60x60x4 CONNECTT2ION DETAIL "4"2L-60x60x4
A- A-A
A A-A

CONNECTION CONNECTION
DETAIL "5" DETAIL "5"

2L-60x60x4 2L-60x60x4 2L-60x60x4 2L-60x60x4 MAIN COLUMN
7000 - 9000 MAIN COLUMN
MAIN COLUMN MAIN COLUMN
MAIN COLUMN
MAIN COLUMN
MAIN COLUMN
CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m) CHS 65x3.2 (5.77 kg/m)

2L-60x60x4 A - A A - A 2L-60x60x4 2L-60x60x4 A - A A - A 2L-60x60x4

CONNECTION CONNECTION
DETAIL "5" DETAIL "5"

2L-60x60x4 2L-60x60x4 2L-60x60x4 2L-60x60x4

CONNECTION DETAIL "3" VERTICAL BRACING DETAIL CONNECTION DETAIL "3"

m)

FIGURE 6 : COLUMN BASE PLATE

NON-SHRINK GROUTH MAIN COLUMN 0.35/0.40/0.45/0.50
SคTวาIFมFหEนNาEตRาPมLตAารTาEง 0.05 0.05
BASE PLATE 350x350
ความหนาตามตาราง
0.60
0.35/0.40/0.45/0.50 6-M28 A-325
0.05 0.05 ขนาดตามตาราง

SควTาIFมFหEนNาEตRาPมLตAารTาEง (GRADE SS400 MIN.)

6M28 A-325 6 TYP. BASE PLATE (GRADE SS400 MIN.)
จาํ นวนดูตามตาราง ความหนาตามตาราง
เสาตอมอคอนกรีตเสรมิ เหล็ก
25 mm Thk. NON-SHRINK GROUTH

BASE PLATE DETAIL WITH 6-M28 BOLTS

CONNECTION DETAIL "3" มาตราสวน 1:10

มาตราสวน 1:20

FIGURE 6 : COLUMN BASE PLATE

0.40/0.45/0.50/0.55
0.35/0.40/0.45/0.50

MAIN COLUMN 0.05 EQ. EQ. 0.05
0.05
0.05 EQ. 0.05 6 TYP.
BASE PLATE 30x350x350 6-M28 A325
NON-SHRINK GROUTH

0.60 0.40/0.45/0.50/0.55 ขนาดตามตาราง
0.025 0.35/0.40/0.45/0.50
0.05 EQ. BASE PLATE
(GRADE SS400 MIN.)

6M28 A325

25 mm Thk. NON-SHRINK GROUTH คSTวาIFมFหEนNาEตRาPมLตAารTาEง(GRADE SS400 MIN.)

BASE PLATE DETAIL WITH 6-M28 A325

มาตราสวน 1:10

CONNECTION DETAIL "3"

มาตราสวน 1:20

0.05 MAIN COLUMN 0.40/0.45/0.50/0.55
0.05 0.35/0.40/0.45/0.50
NON-SHRINK GROUTH 0.05 0.25 0.05
BASE PLATE 30x350x350
0.60 0.15 6-M28 A325
0.05 0.025 6M28 A325 0.40/0.45/0.50/0.55 ขนาดตามตาราง0.125
0.35/0.40/0.45/0.50
0.125 0.125 BASE PLATE 30x350x350
(GRADE SS400 MIN.)

0.05

25 mm Thk. NON-SHRINK GROUTH

BASE PLATE DETAIL WITH 6-M28 A325

CONNECTION DETAIL "3" มาตราสวน 1:10

SEE TYPICAL DETAIL TABLE P3, T3
มาตราสวน 1:20

FIGURE 7 : TYPICAL CONNECTION DETAIL 1

EXTERIOR TRUSS INTERIOR TRUSS

STUB COLUMN SC 1.00 BAY WIDTH 1.00
TYP. TRUSS BOTTOM CHORD
12 mm Thk. BASE PL STUB COLUMN SC 12 mm Thk. BASE PL TCVERTICAL MEMBER CHS 65x3.2 (5.77 kg/m) TC CHS 65x3.2 (5.77 kg/m)VERTICAL MEMBER
TYP. TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD BC CHS 50x2.3 (4.52 kg/m) CHS 50x2.3 (4.52 kg/m)
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD 50 TRUSS "T4" DETAIL BC
6 TRUSS BOTTOM CHORD 6 ดBูตOาLมTตSา(รGางRADE 8.8) MAIN TRUSS
50
STEEL COLUMN STEEL COLUMN MAIN TRUSS
CHS 50x2.3 (4.52 kg/m)
CONNECTION DETAIL "1" CONNECTION DETAIL "1"
DIAGONAL MEMBER
DIAGONAL MEMBER(กรณีรอยต่อแบบ Bolt)
D2
ROOF Ø12 mm SAG ROD

50 ROOF Ø12 mm SAG ROD VERTICAL MEMBER
TC TC

D1
SC

CONNECTION DETAIL "2"

TYPICAL TRUSS DETAIL

NOTE : member

FIGURE 8 : TYPICAL CONNECTION DETAIL 2

100 TYP. 10 10100 2L-60x60x4
2L-60x60x4 2L-60x60x4 2L-60x60x4

PL 6x170x280 mm

SECTION A - A CONNECTION DETAIL "5"

CONNECTION DETAIL "3"

TRUSS BOTTOM CHORD STUB COLUMN SC
STEEL COLUMN TRUSS BOTTOM CHORD

100 PL 6 mm Thk.

CONNECTION DETAIL "4"