ONESTEEL duragal sections

More documents

Recommendations

Info

[ BLANK ] DuraGal DESIGN CAPACITY TABLES DCTDHS/06 D1-24 for STRUCTURAL STEEL HOLLOW SECTIONS MARCH 2002
PART 2 DETERMINATION OF DESIGN ACTION EFFECTS 2 PAGE D2.1 METHODS OF ANALYSIS............................................................................................ D2-2 D2.2 SECOND-ORDER EFFECTS ....................................................................................... D2-2 D2.3 USE OF TABLES .......................................................................................................... D2-2 D2.4 USE OF ANALYSIS METHODS ................................................................................... D2-3 D2.4.1 First-Order Elastic Analysis ........................................................................................... D2-3 D2.4.2 First-Order Elastic Analysis with Moment Amplification................................................. D2-4 D2.4.3 Second-Order Elastic Analysis in Accordance with Appendix E of AS 4100 ................ D2-4 DCTDHS/06 DuraGal DESIGN CAPACITY TABLES MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D2-1
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 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: TABLE D1.4-2 DuraGal TELESCOPING IN
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 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: [ BLANK ] DCTDHS/06 DuraGal DESIGN
Page 91 and 92:
DCTDHS/06 DuraGal DESIGN CAPACITY T
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:
[ BLANK ] DCTDHS/06 DuraGal DESIGN
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 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
Page 177 and 178:
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187:
[ BLANK ] Courtesy of Econo Steel r
show all

ONESTEEL duragal sections

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?