Question is ⇒ A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is, Options are ⇒ (A) 15, (B) 19, (C) 20, (D) 25, (E) , Leave your comments or Download question paper.

Question is ⇒ A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is, Options are ⇒ (A) 15, (B) 19, (C) 20, (D) 25, (E) , Leave your comments or Download question paper. Previous question Next question


Q1.	A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is
A.	15 [Correct Answer]
B.	19 [Wrong Answer]
C.	20 [Wrong Answer]
D.	25 [Wrong Answer]
View Answer 24 -11 Explanation:- Answer : A Discuss it below : Rongpenyala Jamir Said on 2023-06-17 08:56:28 h/t or l/t (whichever is smaller) ie.. 3.8/0.2 =19 And 5/0.2 = 25 Therefore, answer is 19 SHAMS UR REHMAN Said on 2019-11-30 05:54:54 3.8/.2 = 15 Himanshu Gupta Said on 2019-07-04 05:27:15 smaller of h/t or l/t. therefore 19. !! OOPS Login [Click here] is required to post your answer/result Help other students, write article, leave your comments

Previous question Next question

Also Read Similar Questions Below :

⇒ The force method in structural analysis always ensures
Equilibrium
Kinematically admissible t'orces
Equilibrium of forces
None of the above

⇒ The stiffness method in structural analysis is also known as
Unit load method
Consistent deformation method
Force method
Displacement method

⇒ Which of the following will give higher ratio of brickwork strength to mortar strength ?
1 : % : 3
1 : Vz: 4>/2
1:1:6
1:2:9

⇒ When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that
the head of the load reaches the section
the tail of the load reaches the section
the load position should be such that the section divides it equally on both sides
the load position should be such that the section divides the load in the same ratio as it divides the span

⇒ When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
less than the left half span
whole of left half span
more than the left half span
whole span

⇒ For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable?
providing buttresses at certain intervals
providing a deeper foundation
using a richer mortar
using stronger bricks

⇒ Which of the following is not the displacement method ?
Equilibrium method
Column analogy method
Moment distribution method
Kani's method

⇒ The ratio between the stress produced in a bar by a sudden applicaiton of load on compared to the stress produced by the gradual application of same load is
1.5
2.0
2.5
3.0

⇒ While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of
zero length
infinite length
zero moment of inertia
none of the above

⇒ In moment distribution method the sum of distribution factors of all the members meeting at any joint is always
Zero
< 1
> 1
= 1

⇒ Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than
10 cm
15 cm
20 cm
30 cm

⇒ The fixed support in real beam becomes in the conjugate beam is
Fixed support
Hinged support
Roller support
Free support

⇒ Which of the following methods of structural analysis is a force method ?
slope deflection method
column analogy method
moment distribution method
none of the above

⇒ Select the correct statement
Flexibility matrix is a square symmetrical matrix
Stiffness matrix is a square symmetrical matrix
both (a) and (b)
none of the above

⇒ The thickness of each leaf of a cavity wall shall not be less than
5 cm
7.5 cm
10 cm
15 cm

⇒ Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is
2
3
6
8

⇒ The timber floor not spanning on the masonry wall but properly anchored to the wall gives
lateral restraint but not rotational restraint
rotational restraint but not lateral restraint
both lateral and rotational restraints
neither lateral nor rotational restraint

⇒ A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/m2. The maximum height of wall from stability consideration is
0.64 m
0.96 m
1.28 m
1.5 m

⇒ Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is
3
5
7.5
10

⇒ When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would
change from compression to tension
change from tension to compression
always be compression
always be tension

⇒ The three moment equation in structural analysis is basically a
Stiffness method
Displacement method
Energy method
Flexibility method

⇒ The carryover factor in a prismatic member whose far end is fixed is
0
1/2
3/4
1

⇒ Effects of shear force and axial force on plastic moment capacity of a structure are respectively to
increase and decrease
increase and increase
decrease and increase
decrease and decrease

⇒ Degree of kinematic indeterminacy of a pin-jointed plane frame is given by
2j - r
j - 2r
3j - r
2j + r

⇒ In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always
zero
less than 1
1
greater than 1

⇒ In the displacement method of structural analysis, the basic unknowns are
displacements
force
displacements and forces
none of the above

⇒ The moment area theorems in the structural analysis fall in the category of
Force method
Displacement method
Stiffness method
Iterative method

⇒ For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than
Vt x height of shorter opening
Vt x height of longer opening
Ax height of shorter opening
Vi x height of longer opening

⇒ The horizontal thrust due to rise in temperature in a semicircular two-hinged arch of radius R is proportional to
R
R²
1/R
1/R²

⇒ Unequal settlements in the supports of a statically indeterminate structure develop
Member forces
Reactions from supports
No reactions
Strains in some members only