Category: Connections
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Steel Design Bolt and Plate Design (Lesson 7, Example #3)
For the connection in Example #2, what is the allowable load P if 1″ bolts conforming to ASTM A307 (common bolts) are used?
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Steel Connections: Double Shear Joint (Example #2)
Bearing type connection. Threads are Excluded. This is a double shear joint. Two 1/2″ plates are connected to a 3/4″ plate using (2) 1″ bolts conforming to ASTM A325 in a bearing-type connection, without threads from shear plane and standard round holes, as shown. The plates are ASTM A36 steel with a minimum tensile strength…
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Timber Connectors: Bolt Design
Two 4″ nominal Douglas fir-larch members are connected by 7/8″ bolts as shown in the figure. What is the safe load P which can be resisted? Assume that the spacing, distances, and wood members are all adequate. This is a single shear joint.