By American Institute of Steel Construction
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Extra info for Design Guide 8: Partially Restrained Composite Connections (1996)
D 8 0 8 (5M296) © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher.
Table 8. ) Details of Prequalified Connections Braced Fy= 50 ksi Bolt Shear Connection Bearing on Angle Notes: (1) These are the minimum angle and bolt sizes that are acceptable by capacity design. (2) The bearing on angle check is expressed as the provided over the required value. If this ratio is greater than 1 then the check passes. 8. (4) 3X/4N denotes that either A325X or A490N high strength bolts may be used. 56 © 2003 by American Institute of Steel Construction, Inc. All rights reserved.
M1 is taken from Table 2, Part IV, (is computed from Equation 5, Part I, and M from Equation 3, Part I. Beam: W14×22, 12 studs total, no camber Connection: 6 #4 bars, A325N bolts 3 seat angle, 4 /4 (b) Exterior Beam: Beam: W16x26, 16 studs total, 1 inch camber Connection: 6 #4 bars, A325N bolts 26 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. seat angle, PR-CCs IN UNBRACED FRAMES: E-W Direction while the exterior ones have a tributary width of 16 ft.
Design Guide 8: Partially Restrained Composite Connections (1996) by American Institute of Steel Construction