A lug angle is a small angle piece or plate used in structural steel connections. Its primary purpose is to provide an additional connection surface or to reinforce the connection area of a primary structural member, often facilitating the connection of that member to another component via bolts or welds.
The question asks about the application of lug angles. Let's analyze the options in the context of structural connections:
Since lug angles are applied in connections involving single angle members and channel members, and can also be incorporated into designs with double angle members (making the assertion they are 'not used' debatable but potentially true in specific contexts leading to the 'All correct' answer), all the listed applications are considered valid in the context of this question.
Therefore, the correct option is that all the statements are correct.
A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, then what is the net effective area of the angle?
A) \(a-\frac{b}{1+0.35\times\frac{b}{a}}\)
B) \(a+\frac{b}{1+0.35\times\frac{b}{a}}\)
C) \(a-\frac{b}{1+0.20\times\frac{b}{a}}\)
D) \(a+\frac{b}{1+0.20\times\frac{b}{a}}\)
The net area of round bars to resist the tension, is the area of the cross-section at
A steel plate is 300 mm wide and 10 mm thick. It has one rivet of nominal diameter 18 mm. The net sectional area of the plate is
The best tension member section will be as:
For preliminary sizing, the rupture strength of net section may be approximately taken by using the below equation as per IS ∶ 800-2007,
Tdn = αAnfu/γml
What is the "α" value for one or two bolts along the length in the end connection or equivalent weld length.