Choose a topic to test your knowledge and improve your Civil Engineering skills
The successful introduction of _____ bolts resulted into replacement of rivets.
In roof trusses bracings should be provided at top chord level in the
Minimum edge distance specified by the code should be maintained to avoid
Rolled steel tubes are referred by their
For connecting circular tubes in tension, the best connection is by
Maximum width of steel plates manufactured are
In a compression member of a truss, consisting of double angle, tacking bolts should be provided at a distance not more than
For compression members most preferable I-section is
In designing connection between web plate and flange plate, shear stress is calculated using moment of inertia of
Which one of the following is not a variable action?
Which one of the following is not an advantage of bolted connection over welded connection?
When the two columns to be spliced are of slightly different size
According to tension field method as web begins to buckle
Gantry girders are designed to resist
In the virtual work method, the virtual quantity is
Hudson's formula gives the dead weight of a truss bridge as a function of
The weakest plane in a filler weld is
The use of tie plates in laced columns is
Which of the following types of riveted joint is free from bending stresses?
Load carrying capacity of compression member depends upon
The stress at which a material fractures under large number of reversals of stress is called
The beam sections in which the extreme fibre in compression can yield stress, but cannot develop the plastic moment of resistance, due to local buckling are classified as
Minimum thickness of rolled steel flats available is
The code does not suggests reduction factor for shear capacity in the case
For HSFG bolts, partial safety factor designed at service load and at ultimate load are respectively
Maximum spacing of lacing bars shall be such that the maximum slenderness of the main member between consecutive lacing connection is not more than
Column splice plates may be assumed to act as columns with slenderness ratio
Bolts are most suitable to carry
Economical depth of a plate girder corresponds to
For welded and double laced joints, effective length of lacing is _____ times the actual length.
Bending compressive and tensile stresses respectively are calculated based on
A butt weld is specified by
The forces acting on the web splice of a plate girder are
Steel tanks are mainly designed for
Lacing and battening of columns is to increase _____ of column.
Which one of the following is not the advantage of HSFG bolt?
The advantage of steel structure is
To connect members subjected to dynamic loads which one of the following type of bolts is preferable?
Minimum edge distance, in case of hand flame cut edges, shall not be less than _____ times bolt hole diameter.
If a plate with small hole is kept over another plate and the entire hole is filled with weld material, the welded joint is known as
The most economical section for a compression member is
Which one of the following is not a flexible connection of beams?
The best arrangement to provide unified behavior in built up steel columns is by
The capacity of the smallest pressed steel tank is
The moment curvature relation at a plastic hinge is
A steel beam supporting loads from the floor slab as well as from wall is termed as
Racking force on a steel railway bridge is due to
At a fully plastic section, infinite rotation can occur at
The effective length of a fillet weld should not be less than
A channel section has
Which one of the following is not limit state of serviceability?
The effective diameter of a river is taken as
rivet hole diameter
In the design of a connection of tension member to a gusset plate, the principle to be followed is
Which of the following sections should preferably be used at places where torsion occurs?
The bracing provided in the plane of end posts is called
The effect of axial force and shear force on the plastic moment capacity of a section are
Load factor is
Which of the following conditions is to be satisfied both in elastic and plastic analysis?