Construct a detailed estimate of a roof shed of the given steel roof truss. Effective Span = 12 m Spacing = 3.5 m Inside length = 21 m Plars 40cmx 80om 3.50mm3,50m3.50m3.50m3.50m3.50r. 11,60m Clear Span 12.00 m Eltective Span Truss- STEEL ROOF TRUSS 12.00m Span for a Shed 21.00 Long Spacing of Truss 3.50m 21.00m Detal of Fixing G.I. Sheet Nut Washer G.I. Sheet Purlin 125x75x8mm FPR. 2-75x50x8mm L 11cm Long Plan of Shed 25cm G.I. Ridging Hook Bolt PLAN OF BASE Cleat Angle 75x75x8mm- Wind Tie 32mm x6m F.B. Principal Rafter 2-75x50x Bmm 2s-760m Long Purlin 125x75x8mm& 0.55m long 45cm Base Plate 30cmx30cmx 12mm 75x 75x 10mm Tie 80x6mm F.B. Strut 65x45x8mm 0.55m long +75 cm 25 cm x 20cm Gusset Plate 8mm Rag Bolt GI. Sheet 7 80m The Long Gusset Plate 75cmx45cm 32cmx25cm- 75cmx25cm 25cmx20cm-Strut 65x45x8mme Tie 50x8mm FB. -1.50m Long Strut 75x50x 10mm- 120m Long -Tie 50x 8mm F.B. -3.30 m Long Suspender 50x50x6mm2 -2.60m Long -35cmx25cm Tle 2-50x8mm F.B. B0m Long ..... ... Tie 2 Nos. 80x 6mm F.B. - 3.40m Long Gusset Plate 45cmx32om 25cm 45 cm Gusset Plate 70 cm x 45 cm 75x75x 10mm L Base Plate 30cmx30cmx12mm Rag Bolt 40mm Dia -30 cm Long 45cm Sam CC. Bed Block 30cmx30pm 30 cm ocm All Gusset Plates Bmm Thick 12.00m Span STEEL ROOF TRUSS

Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter28: Structural Components Of Framed Construction
Section: Chapter Questions
Problem 28.17Q
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65 0ng
Construct a detailed estimate of a roof shed of
the given steel roof truss.
Effective Span = 12 m
Spacing = 3.5 m
Inside length = 21 m
%3D
Pillars 40cmx60cm
50m3,50m43.50m3.50m3.50m3.50r.
11.60m Clear Span
112.00 m Eltective Span Truss-
STEEL ROOF TRUSS
12.00m Span for a Shed 21.00 Long
Spacing of Truss 3.50m
Detail of Fixing G.I.
Nut
Washer
P.R. 2-75x50x8mm Ler
11cm Long,
21.00m
Purlin 125x75x8mm
Hook Bolt
G.I. Sheet
Plan of Shed
25cm G.I. Ridging
PLAN OF BASE
Cleat Angle 75x75x8mm
45cm
Wind Tie 32mmx6m F.B. Principal Rafter 2-75x 50x 8mm 2s-760m Long Purlin 125x75x8mm
25cmx20cm 5sm long
Base Plate 30cm x30cm x 12mm
,75x75x 10mme
Tie 80x6mm F.B.
+75 cm-
5x45x
Tiesoxm
Long
2 Gusset Plate 8mm
G.I. Sheet 7 80m
Rag Bolt
-Gusset Plate
75cmx45cm
32cmx25cm-
-75cmx25cm
Strut 75x50x
10mm-
120m
Long
-Tie 50x 8mm F.B.
-3.30 m Long
65x45x8mm
Suspender 50x50x6mm L
-2.60m Long
Tie 50x8mm F.B.
-1.50m Long
Tie 2-50x8mm F.B.
B0m Long
-35cmx25cm
B32cm
E 25cm
Gusset Plate 70 cm x 45 cm
-75x75x 10mm Le
Base Plate 30cmx30cmx 12mm
Rag Bolt 40mm Dia -30 cm Long
Tie 2 Nos. 80 x 6mm F.B. - 3.40m Long Gusset Plate 45cmx32cm
*45 cm
Sam
ASC
ocm
C.C. Bed Block
All Gusset Plates 8mm Thick
12.00m Span
STEEL ROOF TRUSS
Transcribed Image Text:65 0ng Construct a detailed estimate of a roof shed of the given steel roof truss. Effective Span = 12 m Spacing = 3.5 m Inside length = 21 m %3D Pillars 40cmx60cm 50m3,50m43.50m3.50m3.50m3.50r. 11.60m Clear Span 112.00 m Eltective Span Truss- STEEL ROOF TRUSS 12.00m Span for a Shed 21.00 Long Spacing of Truss 3.50m Detail of Fixing G.I. Nut Washer P.R. 2-75x50x8mm Ler 11cm Long, 21.00m Purlin 125x75x8mm Hook Bolt G.I. Sheet Plan of Shed 25cm G.I. Ridging PLAN OF BASE Cleat Angle 75x75x8mm 45cm Wind Tie 32mmx6m F.B. Principal Rafter 2-75x 50x 8mm 2s-760m Long Purlin 125x75x8mm 25cmx20cm 5sm long Base Plate 30cm x30cm x 12mm ,75x75x 10mme Tie 80x6mm F.B. +75 cm- 5x45x Tiesoxm Long 2 Gusset Plate 8mm G.I. Sheet 7 80m Rag Bolt -Gusset Plate 75cmx45cm 32cmx25cm- -75cmx25cm Strut 75x50x 10mm- 120m Long -Tie 50x 8mm F.B. -3.30 m Long 65x45x8mm Suspender 50x50x6mm L -2.60m Long Tie 50x8mm F.B. -1.50m Long Tie 2-50x8mm F.B. B0m Long -35cmx25cm B32cm E 25cm Gusset Plate 70 cm x 45 cm -75x75x 10mm Le Base Plate 30cmx30cmx 12mm Rag Bolt 40mm Dia -30 cm Long Tie 2 Nos. 80 x 6mm F.B. - 3.40m Long Gusset Plate 45cmx32cm *45 cm Sam ASC ocm C.C. Bed Block All Gusset Plates 8mm Thick 12.00m Span STEEL ROOF TRUSS
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