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.
The following are the statements about lug angle used to connect heavily loaded tension member to gusset plates.
(i) The length of end connection is reduced
(ii) By using lug angles there will be saving in the gusset plate
(iii) Cost of connection increases due to additional fasteners and angle required.
A structural member subjected to tensile force in a direction parallel to its longitudinal axis is generally known as
When the length of a tension member is too long:
The allowable stress in axial tension is generally kept less if the thickness of the member is more than
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) \(a+\frac{b}{1+0.20\times\frac{b}{a}}\)