Steel Joist Manual

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ACCESSORIES AND DETAILS K SERIES OPEN WEB STEEL JOISTS SLOPED SEAT REQUIREMENTS FOR SLOPES 3/8:12 AND GREATER LOW END HIGH END High End Recommended Slope Seat Rate Depth d 3/8:12 3 1/2" 1/2:12 3 1/2" 1:12 4" 1 1/2:12 4" 2:12 4" 2 1/2:12 4 1/2" 3:12 4 1/2" 3 1/2:12 5" 4:12 5" 4 1/2:12 5" 5:12 5 1/2” 5 1/2:12 5 1/2" 6:12 5 1/2" IF OVER 6:12 SEE BELOW NOTES: (1) Depths shown are the minimums required for fabrication of sloped bearing seats. Depths may vary depending on actual bearing conditions. (2) d = 5/8 + 2.5 / cos θ + 4 tan θ (3) Clearance must be checked at outer edge of support as shown in detail B. Increase bearing depth as required to permit passage of 2 1/2" deep extension. (4) If extension depth greater than 2 1/2" is required (see details B and D) increase bearing depths accordingly. (5) If slope is 1/4:12 or less sloped seats are not required. BARTLE HALL CONVENTION CENTER Kansas City, Missouri Architect-Engineer: HNTB Corp. General Contractor: Watson General Contractors, Inc. Steel Fabricator: Havens Steel, Inc. Steel Erector: Danny's Construction Co., Inc. 42
ACCESSORIES AND DETAILS BRIDGING REQUIREMENTS FOR K-SERIES JOISTS Number of Rows of Bridging*** Distances are Span Lengths (see "Definition of Span" on page 20.) ERECTION STABILITY SPANS Section (SJI Spec. Section 6) Numbers* Depth Span Less Than** 1 Row 2 Rows 3 Rows 4 Rows 5 Rows 1 2 3 4 5 6 7 8 9 8 17’ 10 21’ 12 23’ 14 27’ 16 29’ 12 25’ 14 29’ 16 30’ 18 31’ 20 32’ 14 29’ 16 32’ 18 32’ 20 34’ 22 34’ 24 36’ 12 25’ 16 32’ 18 33’ 20 34’ 22 35’ 24 38’ 26 38’ 14 29’ 16 33’ 18 35’ 20 36’ 22 36’ 24 39’ 26 39’ 28 40’ 16 33’ 18 37’ 20 39’ 22 40’ 24 43’ 26 43’ 28 43’ 30 44’ 24 43’ 26 44’ 28 44’ 30 45’ 16 33’ 18 37’ 20 39’ 22 40’ 24 44’ 26 44’ 28 45’ 30 45’ Up thru 16’ Over 16’ Over 24’ thru 24’ thru 28’ Up thru 17’ Over 17’ thru 25’ Over25’thru32’ Up thru 18’ Over 18’ Over 28’ Over 38’ thru 28’ thru 38’ thru 40’ Up thru 19’ Over 19’ Over 28’ Over 38’ thru 28’ thru 38’ thru 48’ Up thru 19’ Over 19’ Over 29’ Over 39’ Over 50’ thru 29’ thru 39’ thru 50’ thru 52’ Up thru 19’ Over 19’ Over 29’ Over 39’ Over 51’ thru 29’ thru 39’ thru 51’ thru 56’ Up thru 20’ Over 20’ Over 33’ Over 45’ Over 58’ thru 33’ thru 45’ thru 58’ thru 60’ Up thru 20’ Over 20’ Over 33’ Over 45’ Over 58’ thru 33’ thru 45’ thru 58’ thru 60’ Up thru 20’ Over 20’ Over 33’ Over 46’ Over 59’ thru 33’ thru 46’ thru 59’ thru 60’ 10 11 12 18 37’ 20 41’ 22 45’ 24 49’ 26 49’ 28 49’ 30 50’ 22 45’ 30 52’ 24 49’ 26 53’ 28 53’ 30 54’ Up thru 20’ Over 20’ Over 37’ Over 51’ thru 37’ thru 51’ thru 60’ Up thru 20’ Over 20’ Over 38’ Over 53’ thru 38’ thru 53’ thru 60’ Up thru 20’ Over 20’ Over 39’ Over 53’ thru 39’ thru 53’ thru 60’ * Last digit(s) of joist designation. ** For spans EQUAL TO OR EXCEEDING that shown above, one of the required rows, nearest mid-span, must be bolted diagonal type. Bolted diagonal bridging shall be installed and connected BEFORE releasing the hoisting lines. Refer to Specification Section 6 for handling and erection requirements. *** See SJI Specifications 5.11 for uplift requirement, page 18. 43
Page 2 and 3: Contact the Vulcraft Sales Corporat
Page 4 and 5: ALABAMA 7205 Gault Avenue N. Fort P
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 46 and 47: ACCESSORIES AND DETAILS K-Series Jo
Page 48 and 49: ACCESSORIES AND DETAILS LH & DLH SE
Page 52 and 53: American National Standard - SJI-LH
Page 54 and 55: 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 76 and 77: VULCRAFT SLH / GENERAL INFORMATION
Page 82 and 83: SPECIFICATIONS FOR VULCRAFT JANUARY
Page 84 and 85: 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
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JOIST GIRDERS effects of deflection
Page 104 and 105:
JOIST GIRDERS The rule of about one
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DESIGN GUIDE WEIGHT TABLE FOR JOIST
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NOTES 112
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FLOOR - CEILING ASSEMBLIES WITH MEM
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FLOOR - CEILING ASSEMBLIES WITH SPR
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ROOF - CEILING ASSEMBLIES WITH MEMB
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ROOF - CEILING ASSEMBLIES WITH SPRA
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NOTES 122
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ECONOMICAL JOIST GUIDE Combined K,
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CODE OF STANDARD PRACTICE FOR STEEL
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GLOSSARY NOTES: Terms in Bold and t
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GLOSSARY Permanent Load. Load in wh
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OSHA SAFETY STANDARDS FOR STEEL ERE
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§ 1926.751 DEFINITIONS (Selected i
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TABLE A. — ERECTION BRIDGING FOR
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ILLUSTRATIONS OF OSHA BRIDGING TERM
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NOTES 158
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Steel Joist Manual

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