Calculate the mid support section given that Ap = 7980mm2, fck = 60n/mm2, b = 800mm, fp = 1862n/mm2, bw = 200mm, Mu(required) = 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel?

= 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel?a) 1204b) 23402c) 1298d) 45367

The precast prestressed I and inverted T beams have been standardized by __________

Cement and concrete association

The precast prestressed I and inverted T beams have been standardized by:

Cement and concrete association

26 + Mcqs in Prestressed Concrete Bridge Decks in Prestressed Concrete Structures Page 1 McqOptions

1.	Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that fc is 415, vcw = 1900kn, balance shear is 934×103?
A.	165kn
B.	345kn
C.	230kn
D.	450kn
Answer» B. 345kn

Discussion

2.	Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m2?
A.	0.89
B.	0.075
C.	0.054
D.	0.065
Answer» C. 0.054

Discussion

3.	Check for ultimate shear strength such that shear force, Vu = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000×103, area is 0.88 x 106mm2?
A.	11.3n/mm2
B.	23.5n/mm2
C.	19.9n/mm2
D.	10.9n/mm2
Answer» E.

Discussion

4.	Calculate failure by crushing of concrete such that bw is 200, d is 1750, fck is 60n/mm2, b is800, Df is 400?
A.	12253x106nmm
B.	15253x106nmm
C.	18253x106nmm
D.	16253x106nmm
Answer» D. 16253x106nmm

Discussion

5.	Calculate the mid support section given that Ap = 7980mm2, fck = 60n/mm2, b = 800mm, fp = 1862n/mm2, bw = 200mm, Mu(required) = 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel?
A.	1204
B.	23402
C.	1298
D.	= 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel?a) 1204b) 23402c) 1298d) 45367
Answer» C. 1298

Discussion

6.	Calculate effective length of Road on a highway given the overall thickness is 500mm and thickness of wearing coarse is 80mm (x is 3.6m)?
A.	4.76m
B.	34.8m
C.	2.34m
D.	1.45m
Answer» B. 34.8m

Discussion

7.	Calculate bending moment of dead load given total load = 14n/mm2, Dead load bending moment dead weight of slab = 12kn/m2, dead weight of w.c = 1.76kn/m2, span length is 10.4m?
A.	120knm
B.	130knm
C.	190knm
D.	160knm
Answer» D. 160knm

Discussion

8.	Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given fct = 15n/mm2, fst = 0.8, fcw is 12n/mm2?
A.	13.2
B.	13.4
C.	13.8
D.	13.0
Answer» B. 13.4

Discussion

9.	Long span continuous prestressed concrete bridges are built of which type of box girders?
A.	Single celled
B.	3 celled
C.	Multi celled
D.	4 celled
Answer» D. 4 celled

Discussion

10.	In India, a large number of long span bridges have been constructed using __________
A.	Simply supported beam
B.	UDL
C.	Point
D.	Cantilever
Answer» E.

Discussion

11.	The post tensioning is ideally suited for prestressing of __________
A.	Short span girders
B.	Long span girders
C.	Effective span
D.	Limited span
Answer» C. Effective span

Discussion

12.	The precast prestressed I and inverted T beams have been standardized by __________
A.	Pulverization association
B.	Cement and concrete association
C.	Brick association
D.	Steel association
Answer» C. Brick association

Discussion

13.	The prestressed concrete bridge decks generally comprise __________
A.	Precast pretensioned
B.	Precast post tensioned
C.	Partially pretensioned
D.	Partially post tensioned
Answer» B. Precast post tensioned

Discussion

14.	CALCULATE_FAILURE_BY_CRUSHING_OF_CONCRETE_SUCH_THAT_B_W_IS_200,_D_IS_1750,_F_CK_IS_60N/MM²,_B_IS800,_D_F_IS_400??$
A.	12253x106nmm
B.	15253x106nmm
C.	18253x106nmm
D.	16253x106nmm
Answer» D. 16253x106nmm

Discussion

15.	CALCULATE_THE_MID_SUPPORT_SECTION_GIVEN_THAT_A_P_=_7980MM²,_F_CK_=_60N/MM²,_B_=_800MM,_F_P_=_1862N/MM²,_B_W_=_200MM,_M_U(REQUIRED)_=_16865KNM,_D_T_=_400MM,_D_=_1750MM,_FAILURE_BY_YIELDING_OF_STEEL??$
A.	1204
B.	23402
C.	1298
D.	45367
Answer» C. 1298

Discussion

16.	Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m²?$
A.	0.89
B.	0.075
C.	0.054
D.	0.065
Answer» C. 0.054

Discussion

17.	Check for ultimate shear strength such that shear force, V_u = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000‚Äö√†√∂‚àö‚â•10³, area is 0.88 x 10⁶mm²?$#
A.	11.3n/mm<sup>2</sup>
B.	23.5n/mm<sup>2</sup>
C.	19.9n/mm<sup>2</sup>
D.	10.9n/mm<sup>2</sup>
Answer» E.

Discussion

18.	Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that f_c is 415, v_cw = 1900kn, balance shear is 934‚Äö√†√∂‚àö‚â•10³?$
A.	165kn
B.	345kn
C.	230kn
D.	450kn
Answer» B. 345kn

Discussion

19.	Calculate effective length of Road on a highway given the overall thickness is 500mm and thickness of wearing coarse is 80mm ( x is 3.6m)?
A.	4.76m
B.	34.8m
C.	2.34m
D.	1.45m
Answer» B. 34.8m

Discussion

20.	Calculate bending moment of dead load given total load = 14n/mm², Dead load bending moment dead weight of slab = 12kn/m², dead weight of w.c = 1.76kn/m², span length is 10.4m?
A.	120knm
B.	130knm
C.	190knm
D.	160knm
Answer» D. 160knm

Discussion

21.	Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given f_ct = 15n/mm², f_st = 0.8, f_cw is 12n/mm²?
A.	13.2
B.	13.4
C.	13.8
D.	13.0
Answer» B. 13.4

Discussion

22.	Long span continuous prestressed concrete bridges are built of which type of box girders:
A.	Single celled
B.	3 celled
C.	Multi celled
D.	4 celled
Answer» D. 4 celled

Discussion

23.	In India, a large number of long span bridges have been constructed using:
A.	Simply supported beam
B.	UDL
C.	Point
D.	Cantilever
Answer» E.

Discussion

24.	The post tensioning is ideally suited for prestressing of:
A.	Short span girders
B.	Long span girders
C.	Effective span
D.	Limited span
Answer» B. Long span girders

Discussion

25.	The precast prestressed I and inverted T beams have been standardized by:
A.	Pulverization association
B.	Cement and concrete association
C.	Brick association
D.	Steel association
Answer» C. Brick association

Discussion

26.	The prestressed concrete bridge decks generally comprise
A.	Precast pretensioned
B.	Precast post tensioned
C.	Partially pretensioned
D.	Partially post tensioned
Answer» B. Precast post tensioned

Discussion

Explore topic-wise MCQs in Prestressed Concrete Structures.

Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that fc is 415, vcw = 1900kn, balance shear is 934×103?

Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m2?

Check for ultimate shear strength such that shear force, Vu = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000×103, area is 0.88 x 106mm2?

Calculate failure by crushing of concrete such that bw is 200, d is 1750, fck is 60n/mm2, b is800, Df is 400?

Calculate the mid support section given that Ap = 7980mm2, fck = 60n/mm2, b = 800mm, fp = 1862n/mm2, bw = 200mm, Mu(required) = 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel?

Calculate effective length of Road on a highway given the overall thickness is 500mm and thickness of wearing coarse is 80mm (x is 3.6m)?

Calculate bending moment of dead load given total load = 14n/mm2, Dead load bending moment dead weight of slab = 12kn/m2, dead weight of w.c = 1.76kn/m2, span length is 10.4m?

Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given fct = 15n/mm2, fst = 0.8, fcw is 12n/mm2?

Long span continuous prestressed concrete bridges are built of which type of box girders?

In India, a large number of long span bridges have been constructed using __________

The post tensioning is ideally suited for prestressing of __________

The precast prestressed I and inverted T beams have been standardized by __________

The prestressed concrete bridge decks generally comprise __________

CALCULATE_FAILURE_BY_CRUSHING_OF_CONCRETE_SUCH_THAT_BW_IS_200,_D_IS_1750,_FCK_IS_60N/MM2,_B_IS800,_DF_IS_400??$

CALCULATE_THE_MID_SUPPORT_SECTION_GIVEN_THAT_AP_=_7980MM2,_FCK_=_60N/MM2,_B_=_800MM,_FP_=_1862N/MM2,_BW_=_200MM,_MU(REQUIRED)_=_16865KNM,_DT_=_400MM,_D_=_1750MM,_FAILURE_BY_YIELDING_OF_STEEL??$

Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m2?$

Check for ultimate shear strength such that shear force, Vu = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000‚Äö√†√∂‚àö‚â•103, area is 0.88 x 106mm2?$#

Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that fc is 415, vcw = 1900kn, balance shear is 934‚Äö√†√∂‚àö‚â•103?$

Calculate effective length of Road on a highway given the overall thickness is 500mm and thickness of wearing coarse is 80mm ( x is 3.6m)?

Calculate bending moment of dead load given total load = 14n/mm2, Dead load bending moment dead weight of slab = 12kn/m2, dead weight of w.c = 1.76kn/m2, span length is 10.4m?

Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given fct = 15n/mm2, fst = 0.8, fcw is 12n/mm2?

Long span continuous prestressed concrete bridges are built of which type of box girders:

In India, a large number of long span bridges have been constructed using:

The post tensioning is ideally suited for prestressing of:

The precast prestressed I and inverted T beams have been standardized by:

The prestressed concrete bridge decks generally comprise

CALCULATE_FAILURE_BY_CRUSHING_OF_CONCRETE_SUCH_THAT_B_W_IS_200,_D_IS_1750,_F_CK_IS_60N/MM²,_B_IS800,_D_F_IS_400??$

CALCULATE_THE_MID_SUPPORT_SECTION_GIVEN_THAT_A_P_=_7980MM²,_F_CK_=_60N/MM²,_B_=_800MM,_F_P_=_1862N/MM²,_B_W_=_200MM,_M_U(REQUIRED)_=_16865KNM,_D_T_=_400MM,_D_=_1750MM,_FAILURE_BY_YIELDING_OF_STEEL??$

Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m²?$

Check for ultimate shear strength such that shear force, V_u = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000‚Äö√†√∂‚àö‚â•10³, area is 0.88 x 10⁶mm²?$#

Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that f_c is 415, v_cw = 1900kn, balance shear is 934‚Äö√†√∂‚àö‚â•10³?$

Calculate bending moment of dead load given total load = 14n/mm², Dead load bending moment dead weight of slab = 12kn/m², dead weight of w.c = 1.76kn/m², span length is 10.4m?

Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given f_ct = 15n/mm², f_st = 0.8, f_cw is 12n/mm²?