Structural · S-PGR94

Steel Beam Connection to Concrete Beam with Table M

Materials

Concrete Steel

Elements

Beams Anchors / Embeds Connections / Plates

Connections

Shear Tab / Single Plate Embed Plate

About this detail

A steel beam frames into a concrete beam or concrete coupling beam via an embed plate and a shear tab connection. The embed plate is anchored into the concrete section with studs sized per Table M according to the maximum reaction in kips and concrete compressive strength ranging from 4,000 to 10,000 PSI. Steel beam flanges remain uncoped per general notes, and all connection plates have a minimum yield strength of 50 KSI. The shear tab connects the steel beam web to the concrete embed plate assembly.

NOTES: 1. EMBED AND SHEAR TAB SHALL BE SIZED FOR THE REACTION SHOWN ON PLAN. CONTRACTOR SHALL VERIFY THAT SELECTED EMBED SIZE IS ADEQUATE TO RECEIVE SHEAR TAB. 2. DO NOT COPE STEEL BEAM FLANGES. 3. ALL PLATES SHALL HAVE Fy = 50 KSI MINIMUM. EMBED PER "TYPICAL TYPE C24" DET, SEE "TABLE M" FOR TOTAL NUMBER OF STUDS 4" MIN 14" 18" 1 1/2" CONC BM OR CONC COUPLING BM MIN CLR PER "GEN NOTES" SECTION BM TO EMBED CONN PER "TYP TYPE C24" DET 4" MIN 12" MIN PROJECT NO. SPEC NO. REVISIONS 413001 PROJECT NUMBER: 413001 11/23/2021 3:22:16 PM 3231 16 TYPICAL TYPE C26 - STEEL CONNECTION TO CONCRETE BEAM 39 77 86 94 102 109 115 122 36 71 80 87 94 101 107 113 33 66 74 81 87 93 99 104 30 60 67 74 80 85 91 96 27 55 61 67 73 78 82 87 24 49 55 60 65 70 74 78 21 44 49 54 58 62 66 69 18 38 43 47 51 54 57 61 15 33 37 40 43 46 49 52 12 27 30 33 36 39 41 43 9 22 24 27 29 31 33 34 f'c = 4,000 PSI f'c = 5,000 PSI f'c = 6,000 PSI f'c = 7,000 PSI f'c = 8,000 PSI f'c = 9,000 PSI f'c = 10,000 PSI TOTAL NUMBER OF STUDS MAXIMUM REACTION (KIPS) TABLE M MCP PRICING PACKAGE 30% DESIGN STRUCTURAL SUPPLEMENT #1 STRUCTURAL SUPPLEMENT #2 STRUCTURAL SUPPLEMENT #3 NOTES: 1. EMBED AND SHEAR TAB SHALL BE SIZED FOR THE REACTION SHOWN ON PLAN. CONTRACTOR SHALL VERIFY THAT SELECTED EMBED SIZE IS ADEQUATE TO RECEIVE SHEAR TAB. 2. DO NOT COPE STEEL BEAM FLANGES. 3. ALL PLATES SHALL HAVE Fy = 50 KSI MINIMUM. EMBED PER "TYPICAL TYPE C24" DET, SEE "TABLE M" FOR TOTAL NUMBER OF STUDS 4" MIN 14" 18" 1 1/2" CONC BM OR CONC COUPLING BM MIN CLR PER "GEN NOTES" SECTION BM TO EMBED CONN PER "TYP TYPE C24" DET 4" MIN 12" MIN PROJECT NO. SPEC NO. REVISIONS 413001 PROJECT NUMBER: 413001 11/18/2021 4:18:13 PM 3231 16 TYPICAL TYPE C26 - STEEL CONNECTION TO CONCRETE BEAM 39 77 86 94 102 109 115 122 36 71 80 87 94 101 107 113 33 66 74 81 87 93 99 104 30 60 67 74 80 85 91 96 27 55 61 67 73 78 82 87 24 49 55 60 65 70 74 78 21 44 49 54 58 62 66 69 18 38 43 47 51 54 57 61 15 33 37 40 43 46 49 52 12 27 30 33 36 39 41 43 9 22 24 27 29 31 33 34 f'c = 4,000 PSI f'c = 5,000 PSI f'c = 6,000 PSI f'c = 7,000 PSI f'c = 8,000 PSI f'c = 9,000 PSI f'c = 10,000 PSI TOTAL NUMBER OF STUDS MAXIMUM REACTION (KIPS) TABLE M MCP PRICING PACKAGE 30% DESIGN STRUCTURAL SUPPLEMENT #1 STRUCTURAL SUPPLEMENT #2

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