Finite Element Study of Unstiffened Extended Single Plate Shear Connections PDF Download

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Finite Element Study of Unstiffened Extended Single Plate Shear Connections

Finite Element Study of Unstiffened Extended Single Plate Shear Connections PDF Author: Ahmad Abou-Zidan
Publisher:
ISBN:
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Languages : en
Pages : 240

Book Description
ABSTRACT Cont.'d : If the AISC 2011 design procedure is used but in combination with the finite element determined effective eccentricity, the estimate on bolt shear strength can be improved by approximately 30% for EST coonetions with 3 and 4 bolts. But for higher number of bolts, the AISC design procedure seems to provide adequate bolt strength estimate.
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