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[ BLANK ] DuraGal DESIGN CAPACITY TABLES DCTDHS/06 D5-16 for STRUCTURAL STEEL HOLLOW SECTIONS MARCH 2002
PART 6 MEMBERS SUBJECT TO AXIAL TENSION 6 PAGE D6.1 SCOPE........................................................................................................................... D6-2 D6.2 METHOD ....................................................................................................................... D6-2 D6.3 EXAMPLE ...................................................................................................................... D6-3 TABLES D6.1-1 to D6.1-4 TABLES Design Capacities for Members Subject to Axial Tension (φN t ) ..................................... D6-4 NOTE: SEE PAGE vii FOR THE SPECIFIC MATERIAL STANDARD REFERRED TO BY THE SECTION TYPE AND STEEL GRADE IN THESE TABLES. DCTDHS/06 DuraGal DESIGN CAPACITY TABLES MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D6-1
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DuraGal ® design capacity tables f
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CONTENTS Page Foreword ............
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PREFACE DuraGal RHS is manufactured
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GRADE DuraGal RHS is manufactured b
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Length Size Mill Cut Length Toleran
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LIMIT STATES TES DESIGN USING THESE
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PROPERTIES OF STEEL The properties
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M ry M s M sx M sy M z M * M * m M
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PART 1 SECTION PROPERTIES 1 PAGE D1
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D1.2.1.1 Torsion Constants The tors
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D1.2.3.1 Compactness In Clauses 5.2
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D1.3 PROPERTIES FOR FIRE DESIGN To
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Figure D1.4.2: Telescoping Data DCT
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DCTDHS/06 DuraGal DESIGN CAPACITY T
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TABLE D1.3-1(A) FIRE ENGINEERING DE
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TABLE D1.3-2(A) FIRE ENGINEERING DE
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TABLE D1.3-4 FIRE ENGINEERING DESIG
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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: DCTDHS/06 DuraGal DESIGN CAPACITY T
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 91: DCTDHS/06 DuraGal DESIGN CAPACITY T
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 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: DuraGal DESIGN CAPACITY TABLES DCTD
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DuraGal DESIGN CAPACITY TABLES DCTD
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[ BLANK ] Courtesy of Econo Steel r
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