Dr.N.G.P. Institute of Technology Department of Civil
Engineering
UNIT I: INTRODUCTION
1. Mention the advantages and disadvantages of steel
structures.Advantages: Ability to resist high loads
Due to its high density, steel is completely non-porous
Durability
Easy to disassembling or replacing some steel members of a
structure
Disadvantages: Corrosion
At high temperature steel loses most of its strength, leading to
deformation or failure
2. List out the uses of Bolted connection. (April/May 2011)
Bolts can be used for making end connections in tension and
compression members
Bolts can also be used to hold down column bases in
position.
They can be used as separators for purlins and beams in
foundations, etc.,
3. Define Pitch of the Rivet. (May/June 2012)Pitch is the
distance between the centre of two consecutive rivets measured
along a row of rivets.4. Define Efficiency of the joint. (May/June
2014)It is the ratio of the strength of the joint to the strength
of the main member expressed as a percentage. The effectiveness of
a particular riveted joint is measured by the efficiency.
5. What is Riveting? (May/June 2013)A metal pin for passing
through holes in two or more plates or pieces to hold them
together, usually made with a head at one end, the other end being
hammered into a head after insertion
6. Define the limit states. (April/May 2010)Limit state design
method is technologically sound method which results in significant
economy in design of structures. The design of a structure to
satisfy all appropriate requirements derived from probability
considerations is referred to as a limit state design.
7. What do you mean by staggered pitch? (April/May 2011)This is
also known as alternate or reeled pitch. It is the distance
measured along one rivet line, from the centre of a rivet on it to
the centre of the adjoining rivet on a lower and parallel rivet
line.
8. Define High Tension Bolts. (Nov/Dec 2012)The high tension
bolts are also made from high strength steel rods. These bolts are
tightened to a proof load using calibrated wrenches. Hence they
grip the members tightly.
9. Name the different types of connections. Riveted
connections
Welded connections
Bolted connections
Pinned connections
10. Name the types of riveted connections.Lap Joint - single
riveted and double riveted
Butt joint single cover and double cover
11. What is meant by rivet value?The least of the strengths in
shearing and bearing is the rivet value
12. What is meant by gauge distance?The perpendicular distance
between two gauge lines, is called gauge distance
13. Mention the types of failure of a riveted joint. (May/June
2014) Tearing failure of the plate
Shear failure of the plate
Shear failure of the rivet
Bearing failure of the rivet
Splitting failure of plate
14. As per the American practice where the neutral axis lie in
the rivet group?It is assumed that the line of rotation lies at a
distance of 1/7 th of the effective bracket depth from the bottom
of the bracket
15. What are the factors that govern will govern the structural
design? Foundation movements
Elastic axial shortening
Soil and fluid pressures
Vibration
Fatigue
Impact (dynamic effects)
Erection loads
16. What are the load combinations for the design purposes? Dead
load + Imposed Load (Live load)
Dead Load + Imposed Load + Wind Load or earthquake load
Dead Load + Wind Load or Earthquake load
17. What are the steps involved in structural design? Forces or
loads
Structural arrangement and material selection
Analyzing internal stresses
Proportioning of members
18. Which type of steel is most commonly used in general
construction? Why?Mild Steel is most commonly used in general
construction because of its durability and malleability.
19. What are Black bots? Where are they used?Black bolts made
from M.S shank left unfinished remain loose in holes resulting in
large deflections. It is used during erection and for temporary
structures.
20. How the rolled steel beams are classified? Indian Standard
junior beams (ISLB)
Indian Standard light beams (ISLB)
Indian Standard medium weight beams (ISMB)
Indian Standard wide flange beams (ISWB)
21. Define permissible stresses and Working stresses.
Permissible Stress =
Working stresses: The stresses used in practical design are
working stresses and they should never exceed the permissible
stresses specified by codes.
22. Explain ISLB 200?ISLB 200 means Indian Standard light gauge
beams of depth 200mm
23. Name the types of beam connections.Framed connections
Seated connections Stiffened connections and Unstiffened
connections
24. What is meant by framed connections?A framed connection is
the one when a beam is connected to girder or a stanchion by means
of two angles placed on the two sides of the web of the beam.
25. When the seated beam connections are preferred and name the
types.When a beam is connected to the flange (or the web) of a
steel stanchion, the width of the flange (or the depth of the web)
may be insufficient to accommodate the connecting angles, in such
cases framed connection is not suitable and seated connection is
preferred.
26. What is unstiffened seat connection?The seated connection is
a horizontal angle with its horizontal leg at its top is used to
receive the beam on it, in such a case it is called unstiffened
seat connection
27. What is stiffened seat connection?In addition to the seat
angle, a web cleat is provided when the beam is connected to a beam
and a flange cleat is used when the beam is connected to a
stanchion. The angle cleats are essential because they keep the
beam stable in a vertical position and prevent it from lateral
buckling
28. What is meant by throat thickness?It is the perpendicular
distance from the root to the hypotenuse of the largest isosceles
right- angled triangle that can be inscribed within the weld
cross-section.
Throat thickness = 0.7 x size of the weld
29. List out the different types of bolts. (May/June
2012)Ordinary unfinished or black bolts
Turned and fitted bolts
High strength bolts30. List the four types of weld. (Nov/Dec
2012)Four types of weld are Butt Weld Fillet Weld Slot Weld Plug
WeldUNIT II: TENSION MEMBERS1. Explain Tie member.Tie member or a
tension member is a structural element carrying an axial tensile
force. For the tensile force to be axial it is necessary that the
load be applied through centroid of the section of the member. But
under axial tension the member gets straightened and eccentricity
of the force decreases. The member is almost straight at the yield
point and the distribution of the stress over the section becomes
uniform.
2. List out different types of tension steel members. (May/June
2013)It is classified according to its shape and size and it
depends upon the type of structures. Wires and cables Used in
hoists, derricks, suspenders in suspension bridges
Rods and bars Used in radio tower, small spanned roof trusses
with different cross-sections such as round, rectangular or
square
3. What is meant by single section member?Structural sections
such as I-section, T-section, angle, and channel are used as
tension members. As the structural shapes provide more rigidity
than cables or rods, their buckling tendency under compression load
is reduced and so can be used where reversal of stress takes
place.
4. Under what circumstances you would go for Built-up
members?When single structural sections fail to provide required
strength and stiffness to carry tension as well as compression in
case of reversal of stresses, built-up members are used.
5. How the tension members are selected?
It depends upon the various factors such as type of fabrication,
type of structure, type of loading, i.e. whether the member
undergoes reversal of stresses, and the maximum tension to be
carried by the member.
6. Sketch the different forms a single section member.
7. Sketch the different forms Built-up members.Built up
members
8. How is net effective area of single angle used as tension
member calculated?Net effective area = A1 + A2KA1- Net area of
connected leg, A2- area of outstanding leg
9. What is net sectional area of a tension member? How it is
calculated in chain riveting?The gross sectional area of the
tension member minus the sectional area of the maximum number of
rivet/bolt holes is known as net sectional area.
In case of chain riveting,
anet= (b nd) t10. What is Lug angle? (April/May 2010) (May/June
2014)A larger length of the tension member and the gusset plate may
be required sometimes to accommodate the required number of
connection rivets. But this may not be feasible and economical. To
overcome this difficulty lug angles are used in conjunction with
main tension members at the ends. It provides extra gauge lines for
accommodating the rivets and thus enables to reduce the length of
the connection. They are generally used when the members are of
single angle, double angle or channel sections.
11. What are the main objectives of the lug angles?They produce
eccentric connections, due to rivets placed along lug angle. The
centroid of the rivet system of the connection shifts, causing
eccentric connection and bending moments.
Stress distribution in the rivets connecting lug angles is not
uniform. It is preferred to put a lug angle at the beginning of the
connection where they are more effective and not at the middle or
at the end of the connection.
Rivets on the lug angles are not as efficient as those on the
main member. The out-standing leg of the lug angle usually gets
deformed and so the load shared by the rivets on the lug angles is
proportionately less.
12. Define Tension splice. (May / June 2014)Splicing of tension
members is necessary when the required length of the member is more
than the length available or when the member has different
cross-sections for different parts of its length. If actual member
is to be of greater length, two or more lengths shall have to be
spliced at the joints.
13. What is the net effective area of a pair of angles placed
back to back connected by one leg of each angle subjected to
tension?Anet = A1 + A2 A1 - effective cross section area of
connected legs
A2 Gross area of outstanding legs
14. What is the permissible stress in axial tension?As per IS:
800 1984, the permissible stress in axial tension sat = 0.6 fy
N/mm2fy = minimum yield stress in steel in N /mm2.15. How will you
join the member of different thickness in a tension member?When
tension member of different thickness are to be jointed, filler
plates may be used to bring the member in level.
16. What happens when a single angle with one leg is connected
to a gusset plate, which is subjected to an eccentric load?The
rivets connecting the angle to the gusset plate does not lie on the
line of action of load. This gives rise to an eccentric connection
due to which the stress distribution becomes non-uniform. The net
cross-sectional area of such a section is reduced to account for
this non-uniform stress distribution resulting from
eccentricity.
17. What is the allowable stress in axial tension for channel
section?The allowable stress in axial tension for channel section
is depends upon the diameter of the section
Diametersat = 0.6 fy N/mm2
Upto 20mm150
20mm to 40 mm144
Over 40 mm138
18. What are tacking rivets? Why are they essential in
compression members?Rivets used to connect long length of members
to reduce the effective length of individual part
19.Write down the Steinmans formula.Anert =Where n = no. of
rivets in the section considered m= no. of zig zags or inclined
lines.20. What will be the maximum pitch when the angles are placed
back to back?The maximum pitch when the angles are placed back to
back is 1mm.
21. What is shear lag effect? (April/May 2010)The non-uniform
stress distribution that occurs in a tension member adjacent to a
connection, in which all elements of the cross section are not
directly connected, is commonly referred to as the shear lag
effect. This effect reduces the design strength of the member
because the entire cross section is not fully effective at the
critical section location.
22. Where do you use lug angles? (May/June 2014)Lug angles are
not very common because of the following reasons: 1) they produce
eccentric connection because of the rivets placed along the lug
angle ii) stress distribution in the rivets of lug angle is noy
uniform and iii) rivets on the lug angle are not as efficient as
other rivets.
23. What is net sectional area? (Nov / Dec 2007)The net
sectional area of a tension member is the gross-sectional area of
the member less the maximum deduction for holes.
Anet = Agross sectional areas of holes24. What is Block Shear
Failure? (Nov/Dec 2013)Block Shear failure mechanism combines a
tensile failure on one plane and a shear failure on a perpendicular
plane. When a tension load applied to a particular connection is
increased, the fracture strength of the weaker plane approaches.
The plane does not fail instantly, because it is restrained by the
stronger plane. The load can be increased until the fracture
strength of the stronger plane is reached and during this time, the
weaker plane yields. The total strength of the connection equals
the fracture strength of the stronger plane plus the yield strength
of the weaker plane.
25. What do you understand by Gross area? (Nov/Dec 2007)Total
area of cross section which can be taken as equal weight of the
member per unit length divided by density of the material is called
Gross area. The sectional area given by the manufacturer is taken
as the gross area.
26. What is meant by built-up members? (May/June 2007)Two or
more than two members are used to form built-up members. The
built-up sections may be made more rigid and stiffer than the
single structural shapes. A built-up section may be made of two
channels placed back to back with a gusset plate in between
them.
27. Define Slenderness Ratio. (May/June 2012) (May/June 2014)
(April/May 2010)The slenderness ratio of a tension member is the
ratio of its unsupported length (l) to its least radius of gyration
(r)
28. Give the sketches of steel sections?
29. How to calculate net area in (a) chain bolting (b) zigzag
bolting?a) Chain bolting Net area, An = (b n dh) t
b) ZigZag bolting, An = [b - ndh + E Psi2 / (4gi)] t
30. Write any two specifications for designing of lug angle.In
the case of angle members, the lug angles and their connections to
the gusset or other supporting member shall be capable of
developing a strength not less than 20 percent in excess of the
force in the outstanding leg of the member, and the attachment of
the lug angle to the main angle shall be capable of developing a
strength not less than 40 percent in excess of the force in the
outstanding leg of the angle.
Unit III:COMPRESSION MEMBERS1. What do you mean by compression
members?Compression members are the most common structural elements
and it is termed as columns, struts, posts or stanchions. They are
designed to resist axial compression.
2. Name the modes of failures in a column.Failure of the
cross-section due to crushing or yielding
Failure by buckling, due to elastic instability
Mixed mode of failure due to crushing and buckling
3. Define slenderness ratio. (April/May 2010) (May/June 2013)
(Nov/Dec 2012)It is defined as the ratio of effective length l of
the column to the least radius of gyration r of the column
section.
4. Classify the columns according to the slenderness
ratios.Short columns - l/r