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WorksheetsStructural Design 2
Total questions: 42
Worksheet time: 42mins
The steel provided in the beam is such that both concrete and steel reach the limiting values of strain simultaneously.
Balanced section
Under reinforced section
Over reinforced section
The steel provided in the beam is such that steel reach the limiting values of strain prior to concrete. This results in yielding of the steel and the steel could yield till it attains the ultimate strain at which point it breaks.
Balanced section
Under reinforced section
Over reinforced section
The steel provided in the beam is such that concrete reach the limiting values of strain prior to steel. This results in breaking in concrete and since now there is no concrete present to take the compression, the beam fails suddenly.
Balanced section
Under reinforced section
Over reinforced section
The additional margin that we get under this section helps in prevention of a sudden failure and provide the necessary warning to the inhabitants of the building.
Balanced section
Under reinforced section
Over reinforced section
One in which the main reinforcement is provided only in the tension zone
Singly reinforced beam
Doubly reinforced beam
T beam
Here, the ultimate bending moment is less than the limiting bending moment.
Singly reinforced beam
Doubly reinforced beam
T beam
Occasionally, beams are restricted by space or aesthetic requirements to such extent the compression concrete should be reinforced with steel to carry compression.
Singly reinforced beam
Doubly reinforced beam
T beam
Reinforced concrete floor usually consist of slabs and beams, which are placed or monolithic poured. In this effect, the beam will have an extra width at the top (that is under compression) called flanges.
Singly reinforced beam
Doubly reinforced beam
T beam
A reinforcement used to resist shear and diagonal tension stresses in a concrete structural member
Stirrups
Ties
Purlins
Very dangerous especially if it happens before flexure failure because they can occur without warning
Shear failure
Bending failure
Minimum cross section of column
200 x 300 mm
200 x 400 mm
150 x 300 mm
150 x 200 mm
Column minimum gross area
60000 mm2
80000 mm2
45000 mm2
30000 mm2
The reinforcement provided in columns where primary mode of load transfer is through bending and shear
Lateral ties
Stirrups
Purlins
Lateral ties for longitudinal bars with 32 mm or smaller
10 mm
12mm
14 mm
Lateral ties for longitudinal bars with 36 mm or larger and for bundles longitudinal bars
10 mm
12mm
14 mm
The spacing of lateral ties shall not exceed
16 x longitudinal bar diameter
14 x longitudinal bar diameter
12 x longitudinal bar diameter
10 x longitudinal bar diameter
The spacing of lateral ties shall not exceed
48 x tie bar diameter
45 x tie bar diameter
40 x tie bar diameter
38 x tie bar diameter
The spacing of lateral ties shall not exceed
The least dimension of the compression member
The most dimension of the compression member
The least dimension of the tension member
The most dimension of the tension member
Minimum spacing of spirals
25 mm
50 mm
75 mm
20 mm
Maximum spacing of spirals
25 mm
50 mm
75 mm
20 mm
A form of concrete that is prepared, cast, and cured off-site, usually in a controlled factory environment, using reusable molds.
Precast concrete
Reinforced concrete
Prestressed concrete
Was brought about by building cost that has increased considerably faster than most industrial materials and affected by amount of on-site labor involved in traditional methods of construction
Precast concrete
Reinforced concrete
Prestressed concrete
A structural material that allows for predetermined, engineering stresses to be placed in members to counteract the stresses that occur when they are subject to loading
Precast concrete
Reinforced concrete
Prestressed concrete
It combines the high strength compressive properties of concrete with the high tensile strength of steel.
Precast concrete
Reinforced concrete
Prestressed concrete
Method of prestressing for reinforcing concrete where once the concrete has gained strength but before the service loads are applied, the cables are pulled tight, or tensioned, and anchored against the outer edges of the concrete
Post-tensioning
Pre-tensioning
The tendons were given tension prior to the concrete being cast.
Post-tensioning
Pre-tensioning
A category of steel used for making construction materials in a variety of shapes
Structural steel
Reinforced steel
Rebars
Steel bars
Property of steel where this makes it possible to reduce a building's dead load and to minimize the space taken up by structural elements
Strength
Toughness
Ductitilty
Weldability
Durability
Property of steel where it shows its ability to resist brittle fracture. The ability to resist brittle fracture are dependent on a number of factors that should be considered at the specification stage.
Strength
Toughness
Ductitilty
Weldability
Durability
Property of steel where it is the measure of the degree to which the steel can strain or elongate between the onset of yield and eventual fracture under tensile loading
Strength
Toughness
Ductitilty
Weldability
Durability
Property of steel where it involves locally melting the steel, which subsequently cools
Strength
Toughness
Ductitilty
Weldability
Durability
The most common means of providing corrosion protection to construction steel
Painting
Galvanizing
Used for both beams and columns. They are called _______ because the width of the flange is greater than that of standard I beams.
Wide flange
Structural tees
Steel angles
Channels
Made by cutting either a wide flange section or I beam in half
Wide flange
Structural tees
Steel angles
Channels
Often used for chords of steel trusses
Wide flange
Structural tees
Steel angles
Channels
Are available either equal or unequal legs. They are designated by the letter L followed by the lengths of the angles and then followed by the thickness of the legs.
Wide flange
Structural tees
Steel angles
Channels
These are used in pairs for members for steel trusses or singly as lintels in a variety of applications.
Wide flange
Structural tees
Steel angles
Channels
A hot rolled, mild steel structural C shape with inside radius corners that is ideal for all structural applications, general fabrication, manufacturing and repairs
Wide flange
Structural tees
Steel angles
Channels
The second most used metal in buildings after steel
Aluminum
Stainless steel
Carbon steel
Fabricated normally from plates / strips / sheets
Built up section
Rolled section
Produced in reduction rolling mill by reshaping the input under heavy pressure in designed shape of application
Built up section
Rolled section
Generally shaped by welding of plate pieces as per designed geometry
Built up section
Rolled section
