Question 15.8: Capacity of a Riveted Connection The standard AISC connectio...
Capacity of a Riveted Connection
The standard AISC connection for the W310 × 52 beam consists of two 102 × 102 × 6.4 mm angles, each 215 mm long, 22 mm rivets spaced 75 mm apart are used in 24 mm holes (Figure 15.19). Calculate the maximum load that the connection can carry.
Design Decisions: The allowable stresses are 100 MPa in shear and 335 MPa in bearing of rivets. Tensile failure cannot occur in this connection; only shearing and bearing capacities need to be investigated.
![F15.19](https://holooly.com/wp-content/uploads/2022/09/F15.19.jpg)
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