Author: AREbee
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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.
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Structures Formula “Cheat Sheet”
GENERAL STRUCTURES Use the time during the exam tutorial to go over the References they give you. You will not need to remember any of the formulae for Max. Moment, Shear and Deflection that re in the steel manual, they will be given to you on the test. During the tutorial you can write down…
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Concrete Design Quiz, Lesson 5 Quiz
PART I PART II PART III PART IV (Number 9 and 10)