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Today, we will talk about bolted connections used in steel structures. Bolted connections are becoming more popular than rivets and welding due to their ease of installation and reduced risk of failure. Can anyone tell me why that might be?
Maybe it's because they're quicker to install?
Exactly! They're less labor-intensive. Rivets need more effort to install correctly, while welding can create critical weaknesses if not done properly. Now, let's discuss the types of bolts commonly used.
What are the most common types?
Great question! The two most common high-strength bolts are A325 and A490, which have different strength properties and applications. Remember: A325 is made from heat-treated medium carbon steel, while A490 is made from an alloy of steel and is even stronger.
How do we know which size to use?
Good observation! The size of the bolt often depends on the application. We typically use bolts such as 3/4" or 1" for various constructions. Don't forget to check the nominal area in Table 23.1 for specific applications!
Now let’s delve into the two types of bolted connections: bearing type and slip-critical. Can someone explain the difference?
I think bearing type uses shear and bearing to transmit loads?
Spot on! The bearing type transmits loads through a combination of shear and bearing on the bolt itself. In contrast, slip-critical relies on friction, and it is crucial that it doesn’t slip under service loads. Can anyone think of scenarios where one type might be preferred over the other?
Maybe in an area where vibrations are high, slip-critical would be better?
Absolutely! Good thinking. The choice depends on the environment and load conditions.
Next, we need to understand how to calculate the nominal strength of bolts. The equation is essential for ensuring our connections are secure. Who remembers the formula?
Is it R = F_b A_n?
Close! It’s R = F_b A_n, where F_b is the tensile strength of the bolt and A_n is the tensile stress area. This ratio is crucial for determining the strength of each bolt. Can anyone explain why this might be important?
If we get it wrong, the structure could fail?
Exactly! Proper calculations ensure the integrity of the structure. Always check the tensile stress area against the gross area too!
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This section discusses the advantages of bolted connections over rivets and welds, detailing the various types of bolts, bolted connection types, and the nominal strength calculations for individual bolts, which are critical for structural integrity.
In Section 23, we explore the critical role of bolted connections in steel construction. As steel structures evolve, bolted connections are preferred over riveted joints, which are labor-intensive, and welded connections due to potential issues such as secondary cracking. The most common bolts used in high-strength applications are A325 and A490, with specified strengths and properties. The section identifies two primary types of bolted connections: bearing type and slip-critical, each with unique load transmission characteristics.
The nominal strength of bolts is calculated using the tensile strength equation, considering the tension area. Understanding these concepts is fundamental for structural engineers to ensure the reliability and safety of steel assemblies.
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Bolted connections (Fig. 23.1) are increasingly used instead of rivets (too labor intensive) and more often than welds (may cause secondary cracks if not properly performed).
Bolted connections are a method of joining structural elements together using bolts, which are screws with a head for tightening. They have become more popular than rivets and welds. Rivets require a lot of labor to install, making them less efficient, while welds can create weak points in steel if not done correctly. Bolted connections provide a reliable option to join steel beams and columns in construction.
Think of bolted connections like using screws to put together furniture. It's usually easier and faster than using adhesive (like welding), and you can easily take it apart if needed, unlike rivets which are permanent fixes.
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Most common high strength bolts are the A325 and A490. A325 is made from heat-treated medium carbon steel, min. Fb 81 ksi, Fb = 120 ksi. A490 is a higher strength manufactured from an alloy of steel, min. Fb 115 ksi, and Fb = 150 ksi. Most common diameters are 3/4", 7/8" for building constructions; 7/8" and 1" for bridges.
The two most common types of high-strength bolts used in steel connections are the A325 and the A490. The A325 bolt is made from heat-treated medium carbon steel, which means it's strong and can withstand heavy loads. The A490 bolt is even stronger as it is made from an alloy of steel. These bolts come in various diameters, with 3/4" and 7/8" being typical for building construction, while larger bolts like 1" are often used in bridges due to the greater loads they bear.
Imagine A325 bolts like standard screws used in your furniture, while A490 bolts are like heavy-duty screws intended for building wooden decks. The heavy-duty screws can support much more weight, just as A490 bolts can support larger steel structures.
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There are two types of bolted connections: 1) Bearing type, which transmits the load by a combination of shear and bearing on the bolt (Fig. 23.2). 2) Slip-critical, which transmits load by friction (Fig. 23.3). In addition to providing adequate at ultimate load, it must not slip during service loads.
Bolted connections can be categorized into two types: bearing-type and slip-critical connections. Bearing-type connections rely on the bolts to support the load through both shear (the force acting parallel to the surface) and bearing (the force pushing straight down through the bolt). On the other hand, slip-critical connections rely on friction to hold the parts together. For slip-critical connections, it’s crucial that they do not slip under normal use, meaning they must be tightly scuffed against each other to avoid movement.
Think of a bearing-type connection as stacking plates on a table, where the weight is distributed through the bolts like pillars holding each plate. In contrast, a slip-critical connection is like squeezing together two pieces of wet clay – once they bond through friction, they shouldn't move apart easily.
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The nominal strength R of one fastener in tension is R = FbA, where Fb is the tensile strength of the bolt, and A the area through the threaded portion, also known as "tensile stress area". The ratio of the tensile stress area to the gross area ranges from 0.75 to 0.79.
The nominal strength of a bolt in tension, which indicates how much load the bolt can safely bear, is calculated using the formula R = FbA. Here, Fb represents the bolt's tensile strength and A is the area of the thread that bears this tensile load, referred to as the tensile stress area. The area used in this calculation is slightly smaller than the total area of the bolt, leading to a ratio of 0.75 to 0.79, meaning that only about 75% to 79% of the bolt's total area effectively contributes to its strength.
If we think of a bolt like a rope holding up a weight, the tensile strength represents the maximum weight the rope can hold before it breaks. The effective area through which this weight is distributed helps to understand how much 'pull' the rope can withstand before it fails, ensuring we don’t exceed the safe limit during use.
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Key Concepts
Bolted Connections: Preferred method for joining steel elements due to ease of installation.
Types of Bolts: A325 and A490 are common high-strength bolts with varying properties.
Types of Bolted Connections: Bearing type and slip-critical connections cater to different load conditions.
Nominal Strength: Critical for structural integrity, it is calculated using the bolt's tensile strength and area.
See how the concepts apply in real-world scenarios to understand their practical implications.
In a steel frame structure, a combination of A325 and A490 bolts may be used for different load-bearing applications dependent on the structural design.
A slip-critical connection is often used in bridges to prevent any movement due to heavy traffic loads.
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Bolted connections, easy and quick; safety and strength, that's the trick!
Imagine a bridge that needs strong bolts. The workers choose A490 for their sturdy hold, ensuring the traffic rolls safely over without a worry.
Remember 'A BIG Stick' for A325 and A490, referring to 'A' for the alloys and 'BIG' for their strength.
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Review the Definitions for terms.
Term: A325 Bolt
Definition:
High-strength bolt made from heat-treated medium carbon steel.
Term: A490 Bolt
Definition:
Higher strength bolt made from an alloy of steel.
Term: Bearing Type Connection
Definition:
A connection that transmits loads through shear and bearing on the bolt.
Term: SlipCritical Connection
Definition:
A connection that transmits loads through friction, requiring adequate forces to prevent slipping.
Term: Nominal Strength
Definition:
The calculated strength of a bolt based on its materials and configuration.
Term: Tensile Stress Area
Definition:
The effective area through which a tensile load is transmitted in a bolt.