28 + Mcqs in Analysis Achieving Continuity Page 1 McqOptions

1.	In structure like portal frames prestressing of transform results in __________
A.	Tensile contraction
B.	Axial contraction
C.	Compression
D.	Principle contraction
Answer» B. Axial contraction

Discussion

2.	The axial contraction in case prestressed structures does not influence __________
A.	Force and Moment
B.	Reactions and moment
C.	Deflection and moments
D.	Area and moments
Answer» C. Deflection and moments

Discussion

3.	In statistically indeterminate prestressed concrete structures it is possible to make simple modification to __________
A.	Predetermined tendon profile
B.	Elongated tendon profile
C.	Collapse tendon profile
D.	Ridge tendon profile
Answer» B. Elongated tendon profile

Discussion

4.	The analysis of indeterminate structure supporting the equivalent loading directly yields the __________
A.	Span moments
B.	End moments
C.	Resultant moments
D.	Strain moments
Answer» D. Strain moments

Discussion

5.	The tendon reaction method is based on the principle of __________
A.	Equivalent tendon placing
B.	Replacing the tendons
C.	Tendons
D.	None of the mentioned
Answer» C. Tendons

Discussion

6.	The simplified form of moment equation is given by __________
A.	Mab+2Mba+2KMbc+KMcb = Kba+KKbc
B.	Mab+2Mba+2KMbc = Kba+KKbc
C.	Mab+2Mba = Kba+KKbc
D.	Mab = Kba+KKbc
Answer» B. Mab+2Mba+2KMbc = Kba+KKbc

Discussion

7.	Which diagram is considered in three moment method analysis of secondary moments?
A.	Stress strain diagram
B.	Bending moment diagram
C.	Pressure line diagram
D.	Tee beam diagram
Answer» C. Pressure line diagram

Discussion

8.	A Transformation profile is any tendon profile consisting of __________
A.	Parallel lines
B.	Straight lines
C.	Bent lines
D.	Transverse lines
Answer» C. Bent lines

Discussion

9.	The resultant thrust line in a two span continuous beam is prestressed by a __________
A.	Trapezoidal cable
B.	Straight cable
C.	Bent cable
D.	Parabolic cable
Answer» E.

Discussion

10.	The resultant moment is a section of __________
A.	Determinate prestressed structure
B.	Indeterminate structure
C.	Hollow structure
D.	Transverse prestressed structure
Answer» C. Hollow structure

Discussion

11.	The secondary moment is also known as __________
A.	Parallel bending moment
B.	Eccentric bending moment
C.	Parasitic bending moment
D.	Elliptical bending moment
Answer» D. Elliptical bending moment

Discussion

12.	The primary moment is the apparent bending moment at a __________
A.	Section
B.	Span
C.	Cross section
D.	Equal distance
Answer» B. Span

Discussion

13.	Based on method of construction, continuous beams may be classified into __________
A.	3 types
B.	2 types
C.	5 types
D.	4 types
Answer» C. 5 types

Discussion

14.	To develop continuity the short and straight tendons may be used over the ____________
A.	Spans
B.	Ridges
C.	Supports
D.	Edges
Answer» D. Edges

Discussion

15.	THE_SIMPLIFIED_FORM_OF_MOMENT_EQUATION_IS_GIVEN_BY:?$
A.	M<sub>ab</sub>+2M<sub>ba</sub>+2KM<sub>bc</sub>+KM<sub>cb</sub> = K<sub>ba</sub>+KK<sub>bc</sub>
B.	M<sub>ab</sub>+2M<sub>ba</sub>+2KM<sub>bc</sub> = K<sub>ba</sub>+KK<sub>bc</sub>
C.	M<sub>ab</sub>+2M<sub>ba</sub> = K<sub>ba</sub>+KK<sub>bc</sub>
D.	M<sub>ab </sub>= K<sub>ba</sub>+KK<sub>bc</sub>
Answer» B. M<sub>ab</sub>+2M<sub>ba</sub>+2KM<sub>bc</sub> = K<sub>ba</sub>+KK<sub>bc</sub>

Discussion

16.	The analysis of indeterminate structure supporting the equivalent loading directly yields the:$
A.	Span moments
B.	End moments
C.	Resultant moments
D.	Strain moments
Answer» D. Strain moments

Discussion

17.	The tendon reaction method is based on the principle of:$
A.	Equivalent tendon placing
B.	Replacing the tendons
C.	Tendons
D.	None of the mentioned
Answer» C. Tendons

Discussion

18.	In structure like portal frames prestressing of transform results in:
A.	Tensile contraction
B.	Axial contraction
C.	Compression
D.	Principle contraction
Answer» B. Axial contraction

Discussion

19.	The axial contraction in case prestressed structures does not influence:
A.	Force and Moment
B.	Reactions and moment
C.	Deflection and moments
D.	Area and moments
Answer» C. Deflection and moments

Discussion

20.	In statistically indeterminate prestressed concrete structures it is possible to make simple modification to:
A.	Predetermined tendon profile
B.	Elongated tendon profile
C.	Collapse tendon profile
D.	Ridge tendon profile
Answer» B. Elongated tendon profile

Discussion

21.	How many common methods are there for analyzing statically indeterminate prestressed structures?
A.	4
B.	5
C.	3
D.	2
Answer» D. 2

Discussion

22.	A Transformation profile is any tendon profile consisting of:
A.	Parallel lines
B.	Straight lines
C.	Bent lines
D.	Transverse lines
Answer» C. Bent lines

Discussion

23.	The resultant thrust line in a two span continuous beam is prestressed by a:
A.	Trapezoidal cable
B.	Straight cable
C.	Bent cable
D.	Parabolic cable
Answer» E.

Discussion

24.	The resultant moment is a section of:
A.	Determinate prestressed structure
B.	Indeterminate structure
C.	Hollow structure
D.	Transverse prestressed structure
Answer» C. Hollow structure

Discussion

25.	The secondary moment is also known as:
A.	Parallel bending moment
B.	Eccentric bending moment
C.	Parasitic bending moment
D.	Elliptical bending moment
Answer» D. Elliptical bending moment

Discussion

26.	The primary moment is the apparent bending moment at a:
A.	Section
B.	Span
C.	Cross section
D.	Equal distance
Answer» B. Span

Discussion

27.	Based on method of construction, continuous beams may be classified into:
A.	3 types
B.	2 types
C.	5 types
D.	4 types
Answer» C. 5 types

Discussion

28.	To develop continuity the short and straight tendons may be used over the:
A.	Spans
B.	Ridges
C.	Supports
D.	Edges
Answer» D. Edges

Discussion

Explore topic-wise MCQs in Prestressed Concrete Structures.

In structure like portal frames prestressing of transform results in __________

The axial contraction in case prestressed structures does not influence __________

In statistically indeterminate prestressed concrete structures it is possible to make simple modification to __________

The analysis of indeterminate structure supporting the equivalent loading directly yields the __________

The tendon reaction method is based on the principle of __________

The simplified form of moment equation is given by __________

Which diagram is considered in three moment method analysis of secondary moments?

A Transformation profile is any tendon profile consisting of __________

The resultant thrust line in a two span continuous beam is prestressed by a __________

The resultant moment is a section of __________

The secondary moment is also known as __________

The primary moment is the apparent bending moment at a __________

Based on method of construction, continuous beams may be classified into __________

To develop continuity the short and straight tendons may be used over the ____________

THE_SIMPLIFIED_FORM_OF_MOMENT_EQUATION_IS_GIVEN_BY:?$

The analysis of indeterminate structure supporting the equivalent loading directly yields the:$

The tendon reaction method is based on the principle of:$

In structure like portal frames prestressing of transform results in:

The axial contraction in case prestressed structures does not influence:

In statistically indeterminate prestressed concrete structures it is possible to make simple modification to:

How many common methods are there for analyzing statically indeterminate prestressed structures?

A Transformation profile is any tendon profile consisting of:

The resultant thrust line in a two span continuous beam is prestressed by a:

The resultant moment is a section of:

The secondary moment is also known as:

The primary moment is the apparent bending moment at a:

Based on method of construction, continuous beams may be classified into:

To develop continuity the short and straight tendons may be used over the: