Reviewer 4 COPY

Question 1

What is the max moment for a restrained beam?

Answer 1

Question 2

The Wide-Flange Section W21x62 has a nominal depth of ___ millimetres.

Answer 2

533

Question 3

Which of the following criterion is not applicable for plug and slot welds?

Answer 3

The width of the slot shall not be less than the thickness of the part containing it plus 8mm nor shall be greater than 2-1/2 times the thickness of the weld.

Question 4

The maximum deflection for a simply supported beam with concentrated loads at midspan is equal to:

Answer 4

Question 5

The greatest stress which a material is capable of developing without a permanent deformation remaining upon the complete release of stress is called

Answer 5

proportional limit

Question 6

The Modulus of Elasticity of Steel is

Answer 6

200 GPa

Question 7

What is the distance from the extreme fibre in compression to the centroid of the tension steel area?

Answer 7

Effective depth

Question 8

____ The narrowest dimension between sides of the forms,

Answer 8

1/5

Question 9

____ The depth of slabs, or

Answer 9

1/3

Question 10

___The minimum clear spacing between individual reinforcing bars.

Answer 10

3/4

Question 11

It refers to the occupancy load which is either partially in place or fully in place or may not be present at all is called:

Answer 11

Live Load

Question 12

The slenderness ratio of compression members shall not exceed ___.

Answer 12

200

Question 13

The recommended design value for k-factor for both ends pin connected.

Answer 13

1.0

Question 14

In T-beam construction, the flange and web being built integrally, the width of the slab effective as T-beam flange shall not exceed one-quarter of the span length of the beam and the effective overhanging flange width on each side of the web shall not exceed:

Answer 14

one-half the clear distance to the next web

Question 15

Maximum unstable strain at extreme concrete compression fibre shall be assumed to be equal to

Answer 15

0.003

Question 16

It is the sidewise bending or displacement accompanied by twisting about minor or weaker axis usually at the compression section.

Answer 16

buckling

Question 17

In column, the ratio of its effective length to its least radius of gyration is called ___.

Answer 17

slenderness ratio

Question 18

The allowable stress for compression members whose largest effective slenderness ratio of any unbraced segment is less than the square root of (2pi^2E)/Fy as per AISC standards is ___.

Answer 18

Question 19

In computing net area, the width of a rivet or bolt hole shall be taken as ___mm greater than the nominal dimension of the hole normal to the direction of applied stress.

Answer 19

1.6

Question 20

For relatively short fittings such as splices or gusset plates used as statically loaded connecting elements, the net Area An shall not exceed __% of the gross area Ag.

Answer 20

85

Question 21

It is the ability of a material-like steel to undergo large inelastic deformation without failure.

Answer 21

ductility

Question 22

It is an imaginary distance from the centroidal axis which the entire area can be assumed to exist without affecting the moment of inertia.

Answer 22

radius of gyration

Question 23

In the strength design method (NSCP 2015), the ultimate load is computed as:

Answer 23

1.6 LL + 1.2 DL

Question 24

The minimum reinforcement ratio provided by the code is taken __/fy.

Answer 24

1.4

Question 25

Which of the following method that is used to taken into account the slenderness effect of columns according to IS: 456-2000?

Answer 25

Slenderness Method

Question 26

The maximum strength attained in concrete in limit state design is generally taken as

Answer 26

fck

Question 27

The Pitch of helixes in circular columns shall not exceed

Answer 27

75mm

Question 28

The minimum pitch of the helical reinforcement in circular columns should be

Answer 28

25mm

Question 29

What is a steel element such as wire, cable, bar, rod or strand, or a bundle of such elements, used to impart pre-stress to concrete?

Answer 29

Tendon

Question 30

Good seismic design practice recognises of the following conditions as vertical irregularities in the design of seismic-resistive buildings? 1. Reentrant Corner 2. Weight Irregularity 3. n-plane discontinuity in vertical bracing 4. Soft Story

Answer 30

1, 4

Question 31

A __________ is a vertical element that resists lateral forces in the plane of the wall through shear and bending. Such a wall acts as a beam cantilevered out of the ground or foundations, and part of its strength derives from its depths. Examples are the interior wall of a multi-storey building, enclosing stairways, elevator shafts and mechanical chases which are mostly sliding and run the entire height of the building.

Answer 31

shear wall

Question 32

In any one bundle, groups of parallel reinforcing bars bundled in contract to act as a unit shall be limited to a maximum of

Answer 32

four

Question 33

The purpose of prestressing concrete members is to

Answer 33

Reduce tensile stresses resulting from loads

Question 34

The recommended deflection criteria due to wind loading on a brick vender wall utilising a metal stud back-up system is:

Answer 34

L/600

Question 35

A building form that is ideal for resistance to earthquake forces would be characterised of the following? 1. Symmetrical about a reentrant corner 2. Symmetrical in plan 3. Heavier at the base than at the top 4. Asymmetrical in plan 5. Long linear plan 6. Asymmetrical in elevation

Answer 35

2, 3

Question 36

For normal weight concrete, the modulus of elasticity of concrete Ec, may be taken as

Answer 36

Question 37

One-way concrete slab are used when:

Answer 37

The slab is being supported by two parallel beams

Question 38

For beam with a slab on one side only, the effective overhanging flange width shall not exceed

Answer 38

any of the above

Question 39

In order to achieve economy, the spacing of stirrups at mid span section ____ compared to that of support section

Answer 39

May be decreased

Question 40

Minimum steel required in slabs as mainly controlled by the following consideration

Answer 40

Shrinkage and creep

Question 41

A force system to be in static equilibrium, the algebraic sum of the forces along any direction

Answer 41

Zero

Question 42

The moments developed in the slab are influenced by the following factors 1. Short Span 2. Long Span 3. Type of Supporting Edge 4. Magnitude and type of load on slab

Answer 42

1, 2, 3, 4

Question 43

15. Which of the following considerations has the greatest influence on decision in favour of a pre-engineered structural system as that shown below for a warehouse facility?

Answer 43

Construction Time

Question 44

16. The maximum bending moment for a purlin may be taken as:

Answer 44

wL^2/10

Question 45

17. The strength of a short steel column loaded at its centroid is governed by the

Answer 45

Radius of Gyration

Question 46

. A steel beam or column consisting of two or more section of different kind is known as

Answer 46

built-up → more accurate: composite beam