Test: Structural Analysis & Steel Structures- 2 - Civil Engineering (CE) MCQ

# Test: Structural Analysis & Steel Structures- 2 - Civil Engineering (CE) MCQ

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## 20 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Structural Analysis & Steel Structures- 2

Test: Structural Analysis & Steel Structures- 2 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Structural Analysis & Steel Structures- 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Structural Analysis & Steel Structures- 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Structural Analysis & Steel Structures- 2 below.
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Test: Structural Analysis & Steel Structures- 2 - Question 1

### For the simply supported beam AB, shown below, m which is subjected to end moment of M, the shear force will be zero

Test: Structural Analysis & Steel Structures- 2 - Question 2

### When the depth of a simply supported beam carrying a concentrated load at the midspan is doubled, the deflection of the beam at midspan will change by a change of

Detailed Solution for Test: Structural Analysis & Steel Structures- 2 - Question 2

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Test: Structural Analysis & Steel Structures- 2 - Question 3

### An applied couple M is moving on a simply supported beam of span L as shown below. Hence the absolute bending moment developed in the beam will be.

*Answer can only contain numeric values
Test: Structural Analysis & Steel Structures- 2 - Question 4

Rivets and bolts subjected to both shear stress ( τvf ,cal ) and axial tensile stress ( σσf ,cal ) shall be so proportioned that the stresses do not exceed the respective allowable stresses τvf and σtf , and the value of     does not exceed __________

*Answer can only contain numeric values
Test: Structural Analysis & Steel Structures- 2 - Question 5

The maximum slenderness ratio of compression members resulting from wind or seismic force only, provided deformation of such members does not adversely affect the stress in any part of the structure is __________

Test: Structural Analysis & Steel Structures- 2 - Question 6

As the slenderness ratio of column increases, the value of allowable stress

Test: Structural Analysis & Steel Structures- 2 - Question 7

A joint in the length of a column is known as

Test: Structural Analysis & Steel Structures- 2 - Question 8

In rolled steel beam section, the shear force is resisted by

Test: Structural Analysis & Steel Structures- 2 - Question 9

Bearing stiffeners are provided to avoid

Test: Structural Analysis & Steel Structures- 2 - Question 10

The effective length of a fillet weld of length L and size s is given by

Test: Structural Analysis & Steel Structures- 2 - Question 11

In the portal frame shown below, what are the distribution factors for members BA, BC and BD respectively?

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Test: Structural Analysis & Steel Structures- 2 - Question 12

For the rigid frame shown below, what is the moment reaction at A?

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Test: Structural Analysis & Steel Structures- 2 - Question 13

For the fixed beam shown below, what is the fixed end moment at A for the given loading?

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Test: Structural Analysis & Steel Structures- 2 - Question 14

The effective length of column AB shown below is

Test: Structural Analysis & Steel Structures- 2 - Question 15

Four bolts share the load P as shown in the given figure. The shear strength of bolts is 30 kN and tension strength of bolt is 40 kN. Which one of the following is the value of P?

Detailed Solution for Test: Structural Analysis & Steel Structures- 2 - Question 15

*Answer can only contain numeric values
Test: Structural Analysis & Steel Structures- 2 - Question 16

The allowable tensile stress is 150 N/mm2; the capacity of single ISA 100 × 100 × 10 mm as tension member connected by one leg using 6 number of 21.5 mm gross rivets is _________ kN.

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*Answer can only contain numeric values
Test: Structural Analysis & Steel Structures- 2 - Question 17

The 6 mm fillet welds used for a joint is shown in the given figure. The permissible shear stress in the weld is 110 N/mm2. Then, the minimum lap length required will be __________ mm.

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Test: Structural Analysis & Steel Structures- 2 - Question 18

A single riveted lap joint fails due to which of the following? 1. Tearing 2. Bearing 3. Shearing

Test: Structural Analysis & Steel Structures- 2 - Question 19

Consider the following assumptions:

1. The shearing stress in all the rivets is uniform

2. The bearing stress is not uniform

3. Bending of rivets can be neglected

The assumptions made while designing a riveted strength would include

Test: Structural Analysis & Steel Structures- 2 - Question 20

The following observation related to designing of laced column:

1. Single lacing systems on opposite planes shall not exceed 180

2. Lacing bar should be a flat

3. The slenderness ratio of the lacing bar for compression shall not exceed 180

4. Laced compression member are not provided with tie plates of end

Of these observations:

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## GATE Civil Engineering (CE) 2025 Mock Test Series

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