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JOIST GIRDERS DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS Based on Allowable Tensile Stress of 207 MPa Span (mm) 6096 6705 7315 7620 7924 8534 9144 9753 10363 No. of Joist Spaces 3N@2033 4N@1524 4N@1676 4N@1828 5N@1463 4N@1904 5N@1524 4N@1981 5N@1584 4N@2133 5N@1706 6N@1428 5N@1828 6N@1524 5N@1950 6N@1624 5N@2072 Depth (mm) Joist Girder Weight: kilogram-force/meter. Panel Point Loads 18 kN 22kN 27kN 31kN 36kN 40kN 44kN 49kN 53kN 58kN 62kN 67kN 71kN 76kN 80kN 85kN 89kN 508 19 19 21 24 25 30 33 34 37 40 43 45 46 51 54 58 60 610 19 21 21 21 22 25 28 31 33 36 37 37 43 43 45 48 49 711 19 21 21 21 22 25 25 25 31 33 34 36 36 39 40 45 46 508 21 21 22 25 27 31 34 36 39 42 46 49 51 55 57 61 64 610 21 22 22 22 24 27 30 33 34 37 40 42 48 48 48 51 52 711 21 22 22 22 24 27 27 27 33 34 37 39 39 42 43 48 49 508 25 25 25 27 30 34 36 40 42 45 49 51 58 60 64 68 68 610 25 25 25 25 27 28 31 34 36 40 43 43 49 51 51 60 60 711 25 25 25 25 25 27 28 30 31 36 37 40 42 43 45 51 52 508 22 22 25 28 33 36 39 43 48 51 54 55 61 67 68 73 76 610 22 22 22 25 28 31 34 37 40 45 46 49 51 55 57 60 64 711 22 22 22 24 25 27 31 36 36 39 42 43 46 49 51 52 55 813 22 22 22 24 24 28 28 33 33 37 37 40 43 45 46 46 51 508 25 27 27 34 39 42 43 49 58 58 63 67 73 77 77 83 89 610 25 25 27 28 30 36 39 43 45 51 51 60 60 64 70 70 74 711 25 25 27 27 28 31 36 37 42 43 46 51 52 57 61 61 67 813 27 27 27 27 27 28 30 33 37 39 43 46 48 49 55 55 64 508 24 24 27 30 33 37 40 46 48 52 55 58 63 65 68 71 77 610 22 22 25 25 30 33 36 39 40 45 48 51 52 57 60 63 67 711 22 22 22 24 27 30 33 34 39 42 42 46 49 51 52 55 58 813 22 22 24 24 25 28 30 33 36 37 40 42 43 46 49 51 52 508 27 27 33 37 40 46 34 54 60 64 67 71 77 82 85 89 94 610 24 24 28 31 36 39 43 48 51 55 60 61 65 70 74 79 82 711 22 22 25 28 31 36 40 42 46 49 51 57 58 63 65 68 71 813 22 22 24 28 30 33 36 39 42 43 48 51 51 55 60 63 65 508 24 24 28 33 36 39 43 48 49 55 58 63 65 70 74 77 79 610 22 22 24 28 31 33 37 40 45 48 49 52 57 60 61 64 67 711 22 22 22 25 27 30 34 36 40 42 45 49 49 52 54 57 60 813 22 22 24 24 25 27 30 34 36 39 40 42 46 49 51 52 54 508 28 28 31 37 42 46 54 58 63 64 71 74 82 86 91 97 101 610 24 24 28 33 39 40 46 48 52 57 61 63 68 71 74 79 83 711 22 22 25 28 31 36 40 43 48 49 54 57 60 64 67 70 73 813 22 22 25 28 30 34 36 42 42 46 49 51 54 57 60 64 67 508 25 25 30 33 37 43 46 51 55 58 65 65 70 74 77 82 86 610 24 24 25 31 33 37 39 43 48 49 52 57 61 64 65 70 73 711 22 22 25 25 30 33 36 40 40 45 49 49 54 55 58 63 67 813 22 22 22 25 27 30 33 36 37 40 42 46 49 51 51 55 60 914 24 24 24 24 27 28 30 34 36 37 43 43 43 46 49 51 52 508 30 30 36 40 45 54 58 63 65 71 77 82 88 92 97 100 104 610 27 27 31 34 39 43 48 54 55 61 63 68 73 79 83 86 89 711 25 25 28 31 34 39 43 46 49 55 55 60 64 67 70 73 76 813 24 24 25 28 33 36 40 42 45 49 51 57 57 61 65 68 71 914 24 24 24 28 30 34 37 40 42 46 49 49 54 57 61 63 64 508 30 34 39 43 52 57 65 70 76 82 86 95 101 109 113 610 27 28 34 39 43 49 54 58 63 67 77 77 83 88 94 98 110 711 25 27 30 34 40 43 45 51 58 60 64 70 74 79 85 86 91 813 25 27 28 30 36 40 43 46 52 52 61 61 67 73 73 77 82 914 27 27 28 28 33 37 39 45 48 48 55 58 64 65 70 74 74 610 27 28 33 37 42 46 51 55 58 63 67 71 77 82 86 91 711 25 25 28 33 39 42 46 48 54 55 60 64 68 71 74 80 85 813 25 25 25 31 33 37 42 45 48 51 55 57 61 64 67 71 76 914 24 24 27 30 33 34 40 42 46 49 49 52 58 60 63 65 68 1016 24 24 25 27 30 36 36 40 43 45 46 51 52 57 61 63 65 610 25 30 34 42 48 52 57 61 67 76 77 86 88 97 711 25 27 30 36 40 45 51 58 58 64 68 73 79 83 89 91 813 25 27 28 31 37 42 43 49 52 60 60 65 71 74 80 82 86 914 27 27 28 30 36 39 43 45 48 52 57 63 64 68 73 73 82 1016 27 27 28 30 31 37 40 45 48 49 54 57 64 65 67 70 74 610 30 30 36 37 45 49 54 58 63 67 71 77 82 88 94 100 104 711 27 27 31 36 39 45 46 54 55 60 64 68 73 76 80 85 89 813 25 25 28 31 36 40 45 48 51 54 55 61 64 68 73 77 80 914 24 24 27 30 33 39 42 45 49 49 52 57 58 63 67 70 73 1016 24 24 27 28 33 36 39 42 45 48 49 52 58 61 64 65 68 610 33 33 39 45 51 55 63 67 71 77 82 88 94 100 711 30 30 33 39 45 49 55 60 64 68 73 77 83 89 95 100 103 813 28 28 31 36 40 45 49 54 58 63 67 70 76 79 83 86 91 914 27 27 30 36 39 43 48 51 55 57 60 64 71 74 76 82 86 1016 25 25 28 33 37 42 43 48 52 52 58 61 64 68 73 76 79 610 30 30 37 43 45 54 58 63 67 71 77 82 91 95 101 106 110 711 30 30 31 36 42 46 49 55 58 63 68 73 73 77 83 89 95 813 25 25 30 31 39 42 46 51 54 55 63 64 70 73 74 80 85 914 25 25 28 31 36 39 43 46 48 52 57 60 64 67 71 74 77 1016 24 24 27 30 34 39 40 43 48 49 52 57 58 61 65 70 73 91
JOIST GIRDERS DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS Based on Allowable Tensile Stress of 207 MPa Span (mm) 10363 10668 10972 11582 12192 12801 No. of Joist Spaces 6N@1728 5N@2133 6N@1777 7N@1524 6N@1828 7N@1566 6N@1929 7N@1655 6N@2033 7N@1740 8N@1524 6N@2133 7N@1828 8N@1600 Depth (mm) Joist Girder Weight: kilogram-force/meter. Panel Point Loads 18 kN 22kN 27kN 31kN 36kN 40kN 44kN 49kN 53kN 58kN 62kN 67kN 71kN 76kN 80kN 85kN 89kN 610 36 36 40 46 54 60 64 71 76 82 88 94 104 110 116 125 711 33 33 37 42 48 54 58 63 65 73 77 83 86 92 97 101 106 813 28 28 34 40 43 49 52 55 61 67 68 76 76 83 89 94 97 914 27 27 31 36 40 45 48 51 57 58 64 68 73 76 79 83 88 1016 27 27 30 34 37 42 46 49 51 55 61 63 68 73 77 80 82 711 30 30 34 37 43 46 52 57 61 64 70 73 79 85 89 92 95 813 27 27 30 34 40 43 48 49 55 58 63 65 70 73 77 80 85 914 25 25 28 31 37 40 45 48 48 55 57 61 65 68 71 74 77 1016 25 25 27 33 33 40 42 45 48 49 52 57 58 63 67 70 73 711 33 33 37 43 48 54 58 65 68 73 77 83 89 95 101 110 118 813 30 30 34 39 45 49 55 57 61 67 71 76 79 85 89 94 98 914 28 28 33 37 42 46 51 52 57 61 65 68 74 79 82 86 91 1016 27 27 30 36 39 42 48 51 54 58 60 65 71 74 77 80 85 711 37 37 43 48 55 63 67 74 80 86 94 101 813 33 33 39 45 49 55 63 67 71 76 85 88 97 914 31 31 37 42 46 51 57 61 67 71 77 82 88 94 1016 31 31 34 40 45 49 52 60 64 67 71 77 80 86 91 94 98 711 33 33 37 45 52 54 61 65 71 74 82 86 95 100 104 110 116 813 31 31 34 40 48 49 55 60 64 68 74 76 85 89 94 98 103 914 28 28 33 37 42 48 51 57 58 63 68 71 77 82 85 89 92 1016 27 27 31 36 42 43 48 51 55 58 63 67 71 76 79 83 86 1118 28 28 31 34 39 43 46 49 52 57 61 61 67 70 73 77 95 711 37 37 45 51 58 63 70 74 82 88 94 104 116 813 33 33 39 46 51 58 64 68 74 79 85 91 97 103 107 914 33 33 37 43 48 52 57 64 68 73 79 85 88 94 98 104 110 1016 31 31 37 42 46 49 55 60 63 68 74 79 82 88 92 97 101 1118 28 28 33 39 43 48 52 57 61 65 71 74 79 83 86 91 95 711 36 36 42 46 54 58 63 67 74 82 85 94 97 104 813 31 31 37 42 48 55 57 63 65 73 74 83 88 92 97 103 107 914 30 30 34 40 45 48 54 55 61 65 70 76 77 83 89 94 97 1016 30 30 33 39 42 45 49 52 58 63 67 70 73 77 82 86 91 1118 28 28 31 34 39 42 46 51 54 60 61 65 70 73 77 82 85 711 39 39 46 54 60 67 71 82 86 94 104 106 813 36 36 42 48 55 60 65 73 79 83 89 95 103 110 914 33 33 40 45 49 57 61 65 71 76 80 86 92 100 106 113 119 1016 31 31 37 42 48 51 58 63 67 70 79 80 86 91 94 101 107 1118 31 31 34 42 45 51 52 61 61 68 73 76 80 86 91 94 97 711 37 37 43 48 54 63 67 71 77 82 91 94 101 109 813 33 33 37 46 49 55 58 64 68 73 82 83 92 98 103 914 31 31 36 40 48 51 55 60 65 70 74 76 85 89 94 101 107 1016 30 30 33 39 45 48 51 57 61 65 68 71 77 82 86 89 92 1118 28 28 34 37 42 46 51 52 58 60 64 67 74 76 79 83 89 711 40 40 48 57 63 71 76 85 92 100 104 813 37 37 45 51 55 63 68 73 83 86 95 103 106 112 914 34 34 40 48 52 57 64 70 76 79 86 91 98 103 107 113 119 1016 34 34 39 45 49 54 58 64 70 74 77 85 88 94 98 106 112 1118 31 31 37 43 46 51 55 60 64 70 74 79 85 89 94 98 103 711 46 46 54 63 70 76 85 92 104 813 42 42 48 55 64 68 76 83 89 98 106 914 39 39 45 51 58 64 71 76 83 89 98 101 109 115 1016 36 36 42 49 54 60 65 71 77 83 89 94 100 106 112 118 1118 34 34 43 48 54 58 63 67 73 79 82 88 94 100 104 112 118 813 36 36 42 46 54 58 63 68 73 79 83 92 95 101 106 112 914 31 31 37 43 48 55 55 64 67 71 74 82 85 91 97 103 107 1016 31 31 34 40 45 48 57 57 64 65 71 77 80 83 86 92 98 1118 30 30 34 40 42 48 49 57 58 63 67 71 76 80 83 88 92 1219 28 28 33 36 40 45 51 54 55 60 64 68 71 76 80 83 85 1321 30 30 33 36 40 46 49 52 54 57 61 65 70 74 77 80 82 813 37 37 45 54 58 65 71 77 83 94 101 106 914 37 37 43 49 55 60 64 70 76 85 91 97 104 1016 33 33 42 45 49 57 61 65 71 77 82 88 92 100 106 113 121 1118 34 34 39 42 49 54 58 64 68 73 79 83 88 94 98 104 109 1219 31 31 36 43 48 52 55 61 64 70 73 80 82 88 92 97 101 1321 33 33 37 42 46 49 54 57 63 67 71 74 79 85 89 92 95 813 34 42 49 57 67 71 76 86 92 98 109 115 122 134 138 146 914 31 39 43 51 58 63 68 79 83 89 100 100 112 118 128 135 144 1016 30 36 42 46 52 60 65 70 80 82 91 92 101 103 113 121 131 1118 28 33 39 45 51 54 61 67 73 77 83 89 94 100 104 116 116 1219 28 31 39 45 48 54 58 64 70 76 80 85 91 95 97 107 109 1321 30 31 36 42 46 51 58 63 67 73 77 79 88 88 94 100 106 92
Page 2 and 3:
TABLE OF CONTENTS **IMPORTANT NOTIC
Page 4 and 5:
VULCRAFT OF NEW YORK, INC. LOCATION
Page 6 and 7:
JOIST DESIGN COMMENTARY FLOOR VIBRA
Page 8 and 9:
LOAD AND RESISTANCE FACTOR DESIGN T
Page 10 and 11:
VULCRAFT K SERIES / GENERAL INFORMA
Page 12 and 13:
STANDARD LOAD TABLE/OPEN WEB STEEL
Page 14 and 15:
STANDARD LOAD TABLE/OPEN WEB STEEL
Page 16 and 17:
KCS JOISTS EXAMPLE 2 OPTION A: Use
Page 18 and 19:
KCS JOISTS LOAD TABLE (SYSTEME INTE
Page 20 and 21:
STANDARD LOAD TABLE IN METRIC UNITS
Page 22 and 23:
STANDARD LOAD TABLE IN METRIC UNITS
Page 24 and 25:
OPEN WEB STEEL JOISTS, K-SERIES In
Page 26 and 27:
OPEN WEB STEEL JOISTS, K-SERIES 4.5
Page 28 and 29:
OPEN WEB STEEL JOISTS, K-SERIES NUM
Page 30 and 31:
OPEN WEB STEEL JOISTS, K-SERIES 5.9
Page 32 and 33:
ACCESSORIES AND DETAILS 2.5K SERIES
Page 34 and 35:
ACCESSORIES AND DETAILS K SERIES OP
Page 36 and 37:
ACCESSORIES AND DETAILS BRIDGING RE
Page 38 and 39:
OPEN WEB STEEL JOISTS, K-SERIES TOP
Page 40 and 41:
OPEN WEB STEEL JOISTS, K-SERIES TOP
Page 42 and 43: ACCESSORIES AND DETAILS LH & DLH SE
Page 44 and 45: VULCRAFT LH & DLH SERIES / GENERAL
Page 46 and 47: STANDARD LOAD TABLE/LONG SPAN STEEL
Page 48 and 49: STANDARD LOAD TABLE DEEP LONGSPAN S
Page 50 and 51: METRIC LOAD TABLE LONGSPAN STEEL JO
Page 52 and 53: STANDARD LOAD TABLE IN METRIC UNITS
Page 54 and 55: STANDARD LOAD TABLE IN METRIC UNITS
Page 56 and 57: LONGSPAN AND DEEP LONGSPAN STEEL JO
Page 64 and 65: VULCRAFT SLH / GENERAL INFORMATION
Page 66 and 67: ACCESSORIES AND DETAILS SLH SERIES
Page 68 and 69: VULCRAFT LOAD TABLE SUPER LONGSPAN
Page 70 and 71: SPECIFICATIONS FOR VULCRAFT SUPER L
Page 76 and 77: VULCRAFT JOIST GIRDERS WHAT ARE JOI
Page 78 and 79: JOIST GIRDER NOTES If fixed end mom
Page 80 and 81: MOMENT CONNECTION DETAILS Presented
Page 82 and 83: DESIGN GUIDE WEIGHT TABLE FOR JOIST
Page 90 and 91: Based on an allowable tensile stres
Page 94 and 95: JOIST GIRDERS DESIGN GUIDE WEIGHT T
Page 96 and 97: JOIST GIRDERS DESIGN GUIDE WEIGHT T
Page 98 and 99: STANDARD SPECIFICATIONS FOR JOIST G
Page 100 and 101: JOIST GIRDERS For cold-formed secti
Page 102 and 103: JOIST GIRDERS The designed detail o
Page 104 and 105: FIRE-RESISTANCE RATINGS WITH STEEL
Page 106 and 107: FIRE-RESISTANCE RATINGS WITH STEEL
Page 108 and 109: ECONOMICAL JOIST GUIDE Combined K,
Page 120 and 121: RECOMMENDED CODE OF STANDARD PRACTI
Page 128 and 129: PUBLICATIONS Vulcraft (Refer to bac
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