ONESTEEL duragal sections

More documents

Recommendations

Info

DCTDHS/06 DuraGal DESIGN CAPACITY TABLES MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D8-57 TABLE D8.4-4(B) SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS CANTILEVER BEAMS DuraGal SQUARE HOLLOW SECTIONS: GRADE C450L0 Non-Standard Thickness bending about x-axis W * S1 = Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250 Designation Mass W* S1 (kN) per m d b t Span of Beam (L) in metres mm mm mm kg/m 0.5 0.75 1.0 1.25 1.5 1.75 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0 100 x 100 x 2.8 SHS 8.39 42.7 19.0 10.7 6.82 4.74 3.48 2.67 1.71 1.18 0.871 0.666 0.527 0.427 0.296 2.3 SHS 6.95 35.8 15.9 8.94 5.72 3.97 2.92 2.24 1.43 0.994 0.730 0.559 0.442 0.358 0.248 75 x 75 x 2.8 SHS 6.19 17.3 7.69 4.33 2.77 1.92 1.41 1.08 0.692 0.481 0.353 0.270 0.214 0.173 0.120 2.3 SHS 5.14 14.6 6.50 3.65 2.34 1.62 1.19 0.914 0.585 0.406 0.298 0.228 0.180 0.146 0.102 65 x 65 x 2.3 SHS 4.42 9.33 4.15 2.33 1.49 1.04 0.762 0.583 0.373 0.259 0.190 0.146 0.115 0.0933 0.0648 50 x 50 x 2.8 SHS 3.99 4.73 2.10 1.18 0.757 0.526 0.386 0.296 0.189 0.131 0.0966 0.0740 0.0584 0.0473 0.0329 2.3 SHS 3.34 4.06 1.80 1.01 0.650 0.451 0.331 0.254 0.162 0.113 0.0829 0.0634 0.0501 0.0406 0.0282 40 x 40 x 2.8 SHS 3.11 2.28 1.01 0.570 0.365 0.253 0.186 0.142 0.0911 0.0633 0.0465 0.0356 0.0281 0.0228 0.0158 2.3 SHS 2.62 1.98 0.879 0.494 0.316 0.220 0.161 0.124 0.0791 0.0549 0.0404 0.0309 0.0244 0.0198 0.0137 35 x 35 x 2.8 SHS 2.67 1.46 0.648 0.365 0.233 0.162 0.119 0.0912 0.0584 0.0405 0.0298 0.0228 0.0180 0.0146 0.0101 2.3 SHS 2.25 1.28 0.568 0.319 0.204 0.142 0.104 0.0799 0.0511 0.0355 0.0261 0.0200 0.0158 0.0128 0.00887 Note: 1. Serviceabilty Load W * S1 = 8EI / (250L 2 )
[ BLANK ] Courtesy of Econo Steel reference library. www.econosteel.com Courtesy of Econo Steel reference library. www.econosteel.com DuraGal DESIGN CAPACITY TABLES DCTDHS/06 D8-58 for STRUCTURAL STEEL HOLLOW SECTIONS MARCH 2002
Page 1 and 2:
DuraGal ® design capacity tables f
Page 3 and 4:
CONTENTS Page Foreword ............
Page 5 and 6:
PREFACE DuraGal RHS is manufactured
Page 7 and 8:
GRADE DuraGal RHS is manufactured b
Page 9 and 10:
Length Size Mill Cut Length Toleran
Page 11 and 12:
LIMIT STATES TES DESIGN USING THESE
Page 13 and 14:
PROPERTIES OF STEEL The properties
Page 15 and 16:
M ry M s M sx M sy M z M * M * m M
Page 17 and 18:
PART 1 SECTION PROPERTIES 1 PAGE D1
Page 19 and 20:
D1.2.1.1 Torsion Constants The tors
Page 21 and 22:
D1.2.3.1 Compactness In Clauses 5.2
Page 23 and 24:
D1.3 PROPERTIES FOR FIRE DESIGN To
Page 25 and 26:
Figure D1.4.2: Telescoping Data DCT
Page 27 and 28:
DCTDHS/06 DuraGal DESIGN CAPACITY T
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
TABLE D1.3-1(A) FIRE ENGINEERING DE
Page 35 and 36:
TABLE D1.3-2(A) FIRE ENGINEERING DE
Page 37 and 38:
TABLE D1.3-4 FIRE ENGINEERING DESIG
Page 39 and 40:
TABLE D1.4-2 DuraGal TELESCOPING IN
Page 41 and 42:
PART 2 DETERMINATION OF DESIGN ACTI
Page 43 and 44:
Figure D2.2: First-order Analysis a
Page 45 and 46:
PART 3 SECTION CAPACITIES 3 PAGE D3
Page 47 and 48:
D3.2.3 Design Moment Section Capaci
Page 49 and 50:
[ BLANK ] DCTDHS/06 DuraGal DESIGN
Page 51 and 52:
TABLE D3.1-2 DESIGN SECTION CAPACIT
Page 53 and 54:
PART 4 MEMBERS SUBECT TO BENDING 4
Page 55 and 56:
D4.1.3 Segment Length for Full Late
Page 57 and 58:
Table D4.1.5(1) Values of (M sx /M
Page 59 and 60:
A rectangular hollow section is the
Page 61 and 62:
2. Check the shear capacity of the
Page 63 and 64:
End bearing for b d < 1.5d 5 d5 b b
Page 65 and 66:
D4.4 BENDING AND BEARING INTERACTIO
Page 67 and 68:
D4.5 CALCULATION OF BEAM DEFLECTION
Page 69 and 70:
Page 71 and 72:
TABLE D4.3-1(A) DESIGN WEB CAPACITI
Page 73 and 74:
TABLE D4.3-2(A) DESIGN WEB CAPACITI
Page 75 and 76:
TABLE D4.3-4 DESIGN WEB CAPACITIES
Page 77 and 78:
PART 5 MEMBERS SUBECT TO AXIAL COMP
Page 79 and 80:
According to Clause 6.3.3 of AS 410
Page 81 and 82:
In all cases L e / L > 0.5 (i) Chor
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
PART 6 MEMBERS SUBJECT TO AXIAL TEN
Page 95 and 96:
D6.3 EXAMPLE 1. A tension member wi
Page 97 and 98:
TABLE D6.1-3 DESIGN CAPACITIES FOR
Page 99 and 100:
PART 7 MEMBERS SUBJECT TO COMBINED
Page 101 and 102:
If an appropriate second order elas
Page 103 and 104:
Determination of δ s Members with
Page 105 and 106:
D7.4 COMBINED BENDING AND AXIAL COM
Page 107 and 108:
(b) Out-of-plane capacity where φM
Page 109 and 110:
D7.4.3.2 Member Capacity 14 . 14 .
Page 111 and 112:
D7.5.2.1 Section Capacity For The v
Page 113 and 114:
D7.6 BIAXIAL BENDING For a member s
Page 115 and 116:
From Figure D7.3(1) the moment ampl
Page 117 and 118:
D7.7 EXAMPLES Example 2.0 Braced Be
Page 119 and 120:
Then φM rx * N = 118 . ⎛ ⎞ φM
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
PART 8 MAXIMUM DESIGN LOADS FOR BEA
Page 133 and 134:
D8.2.2 Serviceability Limit State D
Page 135 and 136: D8.5 OTHER LOAD CONDITIONS The valu
Page 137 and 138: (b) Use of the Tables: Strength Lim
Page 139 and 140: DuraGal DESIGN CAPACITY TABLES DCTD
Page 185: DuraGal DESIGN CAPACITY TABLES DCTD
show all

ONESTEEL duragal sections

Create successful ePaper yourself

Delete template?

Save as template?