Consider the bolted connection from HW06. Assume that the connection is slip-critical, the bolts are A490 in oversize holes, and that both the plate and angles conform to ASTM A36 and have been prepared with Class B surfaces. 1. Compute the design strength (Rn) of the connection considering the limit states of shear rupture of the bolt and bearing and tearout at the bolt holes (remember to compute the effective strength for each individual bolt). 2. Compute the design strength (Rn) of the connection considering the limit state of slip. 3. Check all spacing and edge distance requirements as well as entering and tightening clearances

Consider the bolted connection from HW06. Assume that the connection is slip-critical, the bolts are A490 in oversize holes, and that both the plate and angles conform to ASTM A36 and have been prepared with Class B surfaces. 1. Compute the design strength (Rn) of the connection considering the limit states of shear rupture of the bolt and bearing and tearout at the bolt holes (remember to compute the effective strength for each individual bolt). 2. Compute the design strength (Rn) of the connection considering the limit state of slip. 3. Check all spacing and edge distance requirements as well as entering and tightening clearances

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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