b. left roof 11

1 SC-HEEL-A-100-10-3 2 3 4 5 6 7 8 9 20 SC-APEX-C-100-10-3 90 SC-HEEL-A-100-10-3 1912 0 1912 1912 1913 3824 1912 5737 1912 7649 9561 1594 0 1593 1594 1594 3187 1593 4781 1594 6374 1593 7968 9561 Type = CHANNEL Pitch = 26 smart: YES flush: NO Galle_L_30_1 008 7 06-12-2010 PASS Fabricator: Supracadd 6.071-07 TRUSS8 (Channel-truss design to AS4600) vers B.78 MAX LIMIT-STATE REACTIONS (kN) UNFACTORED LOADING (kPa) TCLL 0.25 TCDL 0.2 BCLL 0 BCDL 0.09 PLL -1.1 kN SPACING = 1200 CODE = AS4600-2005 (LIMIT-STATE) DEFL mm Locn span/d Vert(DL) -1.8 5-9 999 Vert(LL) -1.3 9-7 999 Vert(TL) -4.2 9-7 999 Horz(DL) 0.6 90 N/A Horz(LL) 0.4 90 N/A Horz(TL) 1.3 90 N/A WEB JOINT CAPACITY (kN) SC-WEB-10-10-1 = T5.21/C5.21 WIND INFORMATION This truss was designed to 40m/s Limit State design wind speed (strength). TOP CHORD: C10010RA/G550 Design Yield-stress = 550 mPa BOT CHORD: C10010RA/G550 Design Yield-stress = 550 mPa Single webs: C7510ra/G550 3-2,4-3,5-4,20-5,7-6,8-7,9-8,20-9 Design Yield-stress = 550 mPa Jnt Horiz Case Gravity Case Uplift Case 1 2.17 118 5.22 124 -4.21 113 90 0 121 5.22 124 -4.21 113 CRITICAL MEMBER-FORCES Top Chords Nodes AF BM Pass Case (kN) (kNm) % 2-1 -10 0.17 48 124 4-2 -9.8 0.1 44 124 20-4 -5.1 0.44 38 140 20-8 -5.1 0.44 38 141 8-6 -9.8 0.1 44 124 6-90 -10 0.17 48 124 Bottom Chords Nodes AF BM Pass Case (kN) (kNm) % 1-3 -6.9 0.07 35 113 3-5 -0.8 0.02 33 130 5-9 -0.3 0.01 33 130 9-7 -0.8 0.02 33 130 7-90 -6.9 0.07 35 113 Web forces Nodes AF BM Pass Case (kN) (kNm) % 2-3 -1.2 0 30 100 3-4 -2 0 73 113 4-5 -2.1 0 61 100 5-20 -2.7 0 91 113 9-20 -2.7 0 91 113 8-9 -2.1 0 61 100 7-8 -2 0 73 113 6-7 -1.2 0 30 100 Web Conn Pass Case % 30 105 45 124 48 113 60 124 60 124 48 113 45 124 30 105 NOTES 1. Dimensions and Loadings specified by fabricator in this document to be verified by building designer. Design is not to be used if loading criteria does not meet local building codes 2. Maximum uplift at supports to be resisted by suitable connection (tie-down) of truss to supporting wall. Tie-downs are outside the scope of the design software. Job Truss QTY Customer Date Design Status STEEL MEMBER SELECTION

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1SC-HEEL-A-100-10-3

20SC-APEX-C-100-10-3

90SC-HEEL-A-100-10-3

19120 19121912 19133824 19125737 19127649 9561

15940 15931594 15943187 15934781 15946374 15937968 9561

Type = CHANNELPitch = 26

smart: YESflush: NO

Galle_L_30_1 008 7 06-12-2010 PASSFabricator: Supracadd 6.071-07 TRUSS8 (Channel-truss design to AS4600) vers B.78

MAX LIMIT-STATE REACTIONS (kN)

UNFACTOREDLOADING (kPa)TCLL 0.25TCDL 0.2BCLL 0BCDL 0.09PLL -1.1 kN

SPACING = 1200CODE = AS4600-2005(LIMIT-STATE)

DEFL mm Locn span/dVert(DL) -1.8 5-9 999Vert(LL) -1.3 9-7 999Vert(TL) -4.2 9-7 999Horz(DL) 0.6 90 N/AHorz(LL) 0.4 90 N/AHorz(TL) 1.3 90 N/A

WEB JOINT CAPACITY (kN)SC-WEB-10-10-1 = T5.21/C5.21

WIND INFORMATIONThis truss was designed to 40m/sLimit State design wind speed (strength).

TOP CHORD: C10010RA/G550 Design Yield-stress = 550 mPaBOT CHORD: C10010RA/G550 Design Yield-stress = 550 mPaSingle webs: C7510ra/G550 3-2,4-3,5-4,20-5,7-6,8-7,9-8,20-9 Design Yield-stress = 550 mPa

Jnt Horiz Case Gravity Case Uplift Case1 2.17 118 5.22 124 -4.21 11390 0 121 5.22 124 -4.21 113

CRITICAL MEMBER-FORCESTop Chords

Nodes AF BM Pass Case(kN) (kNm) %

2-1 -10 0.17 48 124 4-2 -9.8 0.1 44 124 20-4 -5.1 0.44 38 140 20-8 -5.1 0.44 38 141 8-6 -9.8 0.1 44 124 6-90 -10 0.17 48 124

Bottom ChordsNodes AF BM Pass Case

(kN) (kNm) % 1-3 -6.9 0.07 35 113 3-5 -0.8 0.02 33 130 5-9 -0.3 0.01 33 130 9-7 -0.8 0.02 33 130 7-90 -6.9 0.07 35 113

Web forcesNodes AF BM Pass Case

(kN) (kNm) % 2-3 -1.2 0 30 100 3-4 -2 0 73 113 4-5 -2.1 0 61 100 5-20 -2.7 0 91 113 9-20 -2.7 0 91 113 8-9 -2.1 0 61 100 7-8 -2 0 73 113 6-7 -1.2 0 30 100

Web ConnPass Case

%30 105 45 124 48 113 60 124 60 124 48 113 45 124 30 105

NOTES1. Dimensions and Loadings specified by fabricator in this document to be verified by building designer. Design is not to be used if loading criteria does not meet local building codes2. Maximum uplift at supports to be resisted by suitable connection (tie-down) of truss to supporting wall. Tie-downs are outside the scope of the design software.

Job Truss QTY Customer Date Design Status

STEEL MEMBER SELECTION

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