Question 1

The zone in which transverse bending is likely to occur may be obtained by drawing a line from the

Accepted Answer

A) 30° 
B) 45° 
C) 60° 
D) None of these 
A) 30° 
B) 45° 
C) 60° 
D) None of these

Question 2

If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

Accepted Answer

A) 8hp/l 
B) 8hp/l² 
C) 8hl/p 
D) 8hl/p² 
A) 8hp/l 
B) 8hp/l² 
C) 8hl/p 
D) 8hl/p²

Question 3

If is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force through its centroidal longitudinal axis, the compressive stress in concrete, is

Accepted Answer

A) P/A 
B) A/P 
C) P/2A 
D) 2A/P 
A) P/A 
B) A/P 
C) P/2A 
D) 2A/P

Question 4

Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

Accepted Answer

A) h/4 
B) h/3 
C) h/2 
D) 2h/3 
A) h/4 
B) h/3 
C) h/2 
D) 2h/3

Question 5

If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm2 and 1400 kg/cm2 respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

Accepted Answer

A) 0.496% 
B) 0.596 % 
C) 0.696 % 
D) 0.796% 
A) 0.496% 
B) 0.596 % 
C) 0.696 % 
D) 0.796%

Question 6

If l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips parallel to l2 and l1 is

Accepted Answer

A) w1/w2 = l2/l1 
B) w1/w2 = (l2/l1)² 
C) w1/w2 = (l2/l1)3 
D) w1/w2 = (l2/l1)4 
A) w1/w2 = l2/l1 
B) w1/w2 = (l2/l1)² 
C) w1/w2 = (l2/l1)3 
D) w1/w2 = (l2/l1)4

Question 7

The angle of internal friction of soil mass is the angle whose

Accepted Answer

A) Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on theplane 
B) Sine is equal to the ratio ofthe maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane 
C) Cosine is equal to the ratio of themaximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane 
D) None of these 
A) Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on theplane 
B) Sine is equal to the ratio ofthe maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane 
C) Cosine is equal to the ratio of themaximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane 
D) None of these

The zone in which transverse bending is likely to occur may be obtained by drawing a line from the

If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

If is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force through its centroidal longitudinal axis, the compressive stress in concrete, is

Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

If l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips parallel to l2 and l1 is

The angle of internal friction of soil mass is the angle whose

Concrete Design and Construction

Design and Reinforcement of Concrete Structures

Concrete Design and Analysis

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Concrete Design and Structural Analysis

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Exam 2: Civil Engineering Design and Analysis

The zone in which transverse bending is likely to occur may be obtained by drawing a line from the

If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

If is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force through its centroidal longitudinal axis, the compressive stress in concrete, is

Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm2 and 1400 kg/cm2 respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

If l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips parallel to l2 and l1 is

The angle of internal friction of soil mass is the angle whose

Concrete Design and Construction

Design and Reinforcement of Concrete Structures

Concrete Design and Analysis

Concrete Beam and Structural Design

Concrete Design and Structural Analysis

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If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is