- Page 2 and 3: Contact the Vulcraft Sales Corporat
- Page 6 and 7: A WORD ABOUT QUALITY In manufacturi
- Page 8 and 9: JOIST DESIGN COMMENTARY DEFLECTION
- Page 10 and 11: JOIST DESIGN COMMENTARY Sheet Mill
- Page 12 and 13: American National Standard SJI-K-1.
- Page 14 and 15: OPEN WEB STEEL JOISTS, K-SERIES 4.2
- Page 16 and 17: OPEN WEB STEEL JOISTS, K-SERIES top
- Page 18 and 19: OPEN WEB STEEL JOISTS, K-SERIES TAB
- Page 20 and 21: OPEN WEB STEEL JOISTS, K-SERIES 5.9
- Page 22 and 23: OPEN WEB STEEL JOISTS, K-SERIES DEF
- Page 24 and 25: LRFD STANDARD LOAD TABLE FOR OPEN W
- Page 26 and 27: Joist Designation 28K6 28K7 28K8 28
- Page 28 and 29: ASD STANDARD LOAD TABLE FOR OPEN WE
- Page 30 and 31: STANDARD LOAD TABLE FOR OPEN WEB ST
- Page 32 and 33: OPEN WEB STEEL JOISTS, K-SERIES EXA
- Page 34 and 35: JOIST DESIGNATION DEPTH (inches) MO
- Page 36 and 37: NOTES 34
- Page 38 and 39: ACCESSORIES AND DETAILS FABRICATION
- Page 40 and 41: LRFD TOP CHORD EXTENSION LOAD TABLE
- Page 42 and 43: ACCESSORIES AND DETAILS K SERIES OP
- Page 44 and 45: ACCESSORIES AND DETAILS K SERIES OP
- Page 46 and 47: ACCESSORIES AND DETAILS K-Series Jo
- Page 48 and 49: ACCESSORIES AND DETAILS LH & DLH SE
- Page 50 and 51: NOTES 48
- Page 52 and 53: American National Standard - SJI-LH
- Page 54 and 55:
LONGSPAN AND DEEP LONGSPAN STEEL JO
- Page 56 and 57:
LONGSPAN AND DEEP LONGSPAN STEEL JO
- Page 58 and 59:
LONGSPAN AND DEEP LONGSPAN STEEL JO
- Page 60 and 61:
LONGSPAN AND DEEP LONGSPAN STEEL JO
- Page 62 and 63:
LONGSPAN AND DEEP LONGSPAN STEEL JO
- Page 64 and 65:
STANDARD LRFD LOAD TABLE LONGSPAN S
- Page 66 and 67:
Joist Approx. Wt Depth Designation
- Page 68 and 69:
ASD STANDARD LOAD TABLE FOR LONGSPA
- Page 70 and 71:
STANDARD LRFD LOAD TABLE DEEP LONGS
- Page 72 and 73:
STANDARD ASD LOAD TABLE DEEP LONGSP
- Page 74 and 75:
NOTES 72
- Page 76 and 77:
VULCRAFT SLH / GENERAL INFORMATION
- Page 78 and 79:
VULCRAFT SLH / GENERAL INFORMATION
- Page 80 and 81:
VULCRAFT SLH / GENERAL INFORMATION
- Page 82 and 83:
SPECIFICATIONS FOR VULCRAFT JANUARY
- Page 84 and 85:
SPECIFICATIONS FOR VULCRAFT SUPER L
- Page 86 and 87:
SPECIFICATIONS FOR VULCRAFT SUPER L
- Page 88 and 89:
SPECIFICATIONS FOR VULCRAFT SUPER L
- Page 90 and 91:
SPECIFICATIONS FOR VULCRAFT SUPER L
- Page 92 and 93:
JOIST GIRDER DETAIL (a) BOTTOM CHOR
- Page 94 and 95:
JOIST GIRDERS IN MOMENT RESISTANT F
- Page 96 and 97:
American National Standard SJI-JG-1
- Page 98 and 99:
JOIST GIRDERS Load Combinations: LR
- Page 100 and 101:
JOIST GIRDERS 1003.5 CONNECTIONS (a
- Page 102 and 103:
JOIST GIRDERS effects of deflection
- Page 104 and 105:
JOIST GIRDERS The rule of about one
- Page 106 and 107:
DESIGN GUIDE WEIGHT TABLE FOR JOIST
- Page 108 and 109:
DESIGN GUIDE WEIGHT TABLE FOR JOIST
- Page 110 and 111:
DESIGN GUIDE WEIGHT TABLE FOR JOIST
- Page 112 and 113:
DESIGN GUIDE WEIGHT TABLE FOR JOIST
- Page 114 and 115:
NOTES 112
- Page 116 and 117:
FLOOR - CEILING ASSEMBLIES WITH MEM
- Page 118 and 119:
FLOOR - CEILING ASSEMBLIES WITH SPR
- Page 120 and 121:
ROOF - CEILING ASSEMBLIES WITH MEMB
- Page 122 and 123:
ROOF - CEILING ASSEMBLIES WITH SPRA
- Page 124 and 125:
NOTES 122
- Page 126 and 127:
ECONOMICAL JOIST GUIDE Combined K,
- Page 128 and 129:
ECONOMICAL JOIST GUIDE Combined K,
- Page 130 and 131:
ECONOMICAL JOIST GUIDE Combined K,
- Page 132 and 133:
ECONOMICAL JOIST GUIDE Combined K,
- Page 134 and 135:
ECONOMICAL JOIST GUIDE Combined K,
- Page 136 and 137:
ECONOMICAL JOIST GUIDE Combined K,
- Page 138 and 139:
CODE OF STANDARD PRACTICE FOR STEEL
- Page 140 and 141:
CODE OF STANDARD PRACTICE FOR STEEL
- Page 142 and 143:
CODE OF STANDARD PRACTICE FOR STEEL
- Page 144 and 145:
CODE OF STANDARD PRACTICE FOR STEEL
- Page 146 and 147:
GLOSSARY NOTES: Terms in Bold and t
- Page 148 and 149:
GLOSSARY Permanent Load. Load in wh
- Page 150 and 151:
OSHA SAFETY STANDARDS FOR STEEL ERE
- Page 152 and 153:
§ 1926.751 DEFINITIONS (Selected i
- Page 154 and 155:
TABLE A. — ERECTION BRIDGING FOR
- Page 156 and 157:
ILLUSTRATIONS OF OSHA BRIDGING TERM
- Page 158 and 159:
156
- Page 160 and 161:
NOTES 158