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Connections Structures Tutorials

Determine Size and Length of Weld (Lesson 7, Example #6 )

By ADMINISTRATOR
On December 10, 2013
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Connections Structures Tutorials

Fillet Weld Design (Example #5)

By ADMINISTRATOR
On December 10, 2013December 10, 2013
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Connections Structures Tutorials

Slip Critical Steel Connections (Lesson 7, Example #4)

By ADMINISTRATOR
On December 10, 2013
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Connections Structures Tutorials

Steel Design Bolt and Plate Design (Lesson 7, Example #3)

By ADMINISTRATOR
On December 9, 2013December 10, 2013

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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Connections Structures Tutorials

Steel Connections: Double Shear Joint (Example #2)

By ADMINISTRATOR
On December 9, 2013December 9, 2013

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,…

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Connections Structures Tutorials

Timber Connectors: Bolt Design

By ADMINISTRATOR
On December 9, 2013

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…

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