Civil Engineering (CE)
SIM का पूरा नाम क्या है?- a)सब्सक्राइबर आइडेंटिटी मोड्यूल
- b)स्टिमुलेटेड आइडेंटिटी मोड्यूल
- c)सब्सक्राइबर आइडेंटिटी मार्कर
- d)स्टिमुलेटेड आइडेंटिटी मार्कर
Correct answer is option 'A'. Can you explain this answer?
SIM का पूरा नाम क्या है?
a)
सब्सक्राइबर आइडेंटिटी मोड्यूल
b)
स्टिमुलेटेड आइडेंटिटी मोड्यूल
c)
सब्सक्राइबर आइडेंटिटी मार्कर
d)
स्टिमुलेटेड आइडेंटिटी मार्कर
ALKA AGRAWAL answered • 47 minutes agoसिम या सब्सक्राइबर आइडेंटिटी मोड्यूल एक मेमरी चिप है जो सेल फ़ोन में पाई जाती है|
Akshatha Shetty asked • 20 minutes agoIn deriving the equation for the hydraulic jump in a rectangular channel in terms of the conjugate depths and the initial Froude number.
- a) continuity equation and energy equation are used
- b) continuity equation and momentum equation are used
- c) equations of continuity, mementum and energy are used
- d) gradually varied flow equation is used
Correct answer is option 'C'. Can you explain this answer?
In deriving the equation for the hydraulic jump in a rectangular channel in terms of the conjugate depths and the initial Froude number.
a)
continuity equation and energy equation are usedb)
continuity equation and momentum equation are usedc)
equations of continuity, mementum and energy are usedd)
gradually varied flow equation is used
For a 120 m Radius of curve, the maximum grade compensation required is- a)1.25%
- b)0.625%
- c)1%
- d)0.5%
Correct answer is option 'B'. Can you explain this answer?
For a 120 m Radius of curve, the maximum grade compensation required is
a)
1.25%
b)
0.625%
c)
1%
d)
0.5%
NIDHI GUPTA answered • 47 minutes agoGrade compensation = 
But subjected to maximum value of 
For the Beam shown below, the value of unknown Reaction ‘X’ will be_____kN.
Correct answer is '26-26.5'. Can you explain this answer?
For the Beam shown below, the value of unknown Reaction ‘X’ will be_____kN.
SHAILJA GUPTA answered • 47 minutes agoUsing Moment distribution method:
Using principal of superposition:
= 190.5kN − mBut moment at B must be zero, so applying a counter moment of 190.5 kN-m at B to make final moment at B equal to zero, Half of (-190.5 kN-m) is transferred to fixed end A.
So,final moment at A = 
= 189.75kN − m(clockwise) = y
∑FV = 0
x + Z = 150 kN
∑MB = 0
x.10 – 50 × 5 – 100 × 2 + 189.75 = 0
10.x = 260.25
x = 26.025 kN
A layer of normally consolidated clay of thickness 1.5 m is undergoing one dimensional consolidation under a pressure increment of 30 kPa. If the final primary consolidation settlement (mm) by using Terzaghi’s theory is 20 mm, the initial effective stress within the soil layer will be ______ kN/m2. Assume the following soil properties:initial void ratio (e0) = 1.345.Compression index (Cc) = 0.40.
Correct answer is '151.5-153'. Can you explain this answer?
A layer of normally consolidated clay of thickness 1.5 m is undergoing one dimensional consolidation under a pressure increment of 30 kPa. If the final primary consolidation settlement (mm) by using Terzaghi’s theory is 20 mm, the initial effective stress within the soil layer will be ______ kN/m2. Assume the following soil properties:
initial void ratio (e0) = 1.345.
Compression index (Cc) = 0.40.
ALKA SAXENA answered • 47 minutes agoConcept:
Primary consolidation settlement is given by
CC = compression index
e0 = initial void ratio
H0 = thickness of clay layer.
initial effective stress within the clay layer.
increase in effective stressΔ H = primary consolidation settlement
Calculation:
CC = 0.40
e0 = 1.345
Δ H = 20 mm
H0 = 1.5 m
Consistency as applied to cohesive soils is an indicator of its- a)density
- b)moisture content
- c)shear strength
- d)porosity
Correct answer is option 'C'. Can you explain this answer?
Consistency as applied to cohesive soils is an indicator of its
a)
density
b)
moisture content
c)
shear strength
d)
porosity
SUNITA GARG answered • 11 hours agoConsistency of soil refers to the resistance offered by it against forces that tend to deform or rupture the soil aggregate. It is related to strength.
If diameter of a long column is reduced by 20%, the percentage reduction in Euler’s buckling load is- a)4
- b)36
- c)49
- d)59
Correct answer is option 'D'. Can you explain this answer?
If diameter of a long column is reduced by 20%, the percentage reduction in Euler’s buckling load is
a)
4
b)
36
c)
49
d)
59
ANJANA AGARWAL answered • 11 hours agoEuler buckling load P is given by,
Gunjita Kumari asked • 1 hour agoIn a cross staff survey, the perpendicular offsets are taken on right and left of chain line PQ as shown in the figure - all values are in ‘meters’. The area enclosed by computed by trapezoidal method is 
- a)5340m2
- b)4950m2
- c)4765m2
- d)4532m2
Correct answer is option 'B'. Can you explain this answer?
In a cross staff survey, the perpendicular offsets are taken on right and left of chain line PQ as shown in the figure - all values are in ‘meters’. The area enclosed by computed by trapezoidal method is
a)
5340m2
b)
4950m2
c)
4765m2
d)
4532m2
The net ultimate bearing capacity of a purely cohesive soil- a)Depends on the width of the footing and is independent of the depth of the footing
- b)Depends on the width as well as the depth of the footing
- c)Depends on the depth, but is independent of the width, of the footing
- d)Is independent of both the width and the depth of the footing
Correct answer is option 'D'. Can you explain this answer?
The net ultimate bearing capacity of a purely cohesive soil
a)
Depends on the width of the footing and is independent of the depth of the footing
b)
Depends on the width as well as the depth of the footing
c)
Depends on the depth, but is independent of the width, of the footing
d)
Is independent of both the width and the depth of the footing
SARALA RAO answered • 11 hours agoAs per Terzaghi's bearing capacity equation,
For a purely cohesive soil,
For a purely cohesive soil,
A symmetric I-section (with width of each flange = 50 mm, thickness of web = 10 mm) of steel is subjected to a shear force of 100 kN. Find the magnitude of the shear stress (in N/mm2) in the web at its junction with the top flange
Correct answer is between '70,72'. Can you explain this answer?
A symmetric I-section (with width of each flange = 50 mm, thickness of web = 10 mm) of steel is subjected to a shear force of 100 kN. Find the magnitude of the shear stress (in N/mm2) in the web at its junction with the top flange
SHWETA SHRIVASTAVA answered • 11 hours ago
JAY KUMAR SONI asked • 2 hours agoThe direction of the magnetic meridian is established at each traverse station and the direction of the line is determined with reference to the magnetic meridian. This method of traversing is called- a)fast needle method
- b)loose needle method
- c)bearing method
- d)fixed needle method
Correct answer is option 'B'. Can you explain this answer?
The direction of the magnetic meridian is established at each traverse station and the direction of the line is determined with reference to the magnetic meridian. This method of traversing is called
a)
fast needle method
b)
loose needle method
c)
bearing method
d)
fixed needle method
RASNA SHIVHARE asked • 2 hours agoA penstock is 2000 m long and the velocity of pressure wave in it is 1000 m/s. Water hammer pressure head for instantaneous closure of valve at the downstream end of the pipe is 60 m. If the valve is closed in 4 s, then what is the peak water hammer pressure in m of water?- a)15
- b)30
- c)60
- d)120
Correct answer is option 'C'. Can you explain this answer?
A penstock is 2000 m long and the velocity of pressure wave in it is 1000 m/s. Water hammer pressure head for instantaneous closure of valve at the downstream end of the pipe is 60 m. If the valve is closed in 4 s, then what is the peak water hammer pressure in m of water?
a)
15
b)
30
c)
60
d)
120
Suhana Sunu asked • 2 hours agoA vertical cut is to be made in a soil mass having cohesion c, angle of internal friction φ, and unit wieght γ, considering ko and kp as the coefficients of active and passive earth pressure, respectively, the maximum depth of unsupported excavation is- a)
- b)
- c)
- d)
Correct answer is option 'D'. Can you explain this answer?
A vertical cut is to be made in a soil mass having cohesion c, angle of internal friction φ, and unit wieght γ, considering ko and kp as the coefficients of active and passive earth pressure, respectively, the maximum depth of unsupported excavation is
a)
b)
c)
d)
Sanjukta Pal asked • 3 hours agoShe is brave. Her brother is more brave.Select the most suitable sentence with respect to grammar and usage.- a)Her brother is brave and she is equally brave.
- b)She is brave but her brother is the bravest of all.
- c)She is less braver than her brother
- d)She is less brave than her brother.
Correct answer is option 'D'. Can you explain this answer?
She is brave. Her brother is more brave.
Select the most suitable sentence with respect to grammar and usage.
a)
Her brother is brave and she is equally brave.
b)
She is brave but her brother is the bravest of all.
c)
She is less braver than her brother
d)
She is less brave than her brother.
Vishaka More asked • 3 hours agoAt the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve ) as calculated using the design code turns out to be lesser than the design shear strength ( τc ) of the concrete. Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel is- a) 187 kNm
- b) 200 kNm
- c) 29 kNm
- d) 213 kNm
Correct answer is option 'D'. Can you explain this answer?
At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve ) as calculated using the design code turns out to be lesser than the design shear strength ( τc ) of the concrete.
Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel is
a)
187 kNm
b)
200 kNm
c)
29 kNm
d)
213 kNm
cumecs is based upon Santosh Kumari asked • 3 hours agoSeepage is occurring through a porous media shown in the figure. The hydraulic conductivity values (k1, k2, k3) are in m/day.
The seepage discharge (m3/day per m) through the porous media at section PQ is- a)7/12
- b)1/2
- c)9/16
- d)3/4
Correct answer is option 'B'. Can you explain this answer?
Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values (k1, k2, k3) are in m/day.
The seepage discharge (m3/day per m) through the porous media at section PQ is
a)
7/12
b)
1/2
c)
9/16
d)
3/4
Shri Bhuwan Chandra asked • 4 hours agoसिंचाई के दौरान जड़ क्षेत्र में संग्रहीत पानी,और सिंचाई से पहले जड़ क्षेत्र में आवश्यक पानी के अनुपात को क्या कहा जाता है?- a)जल उपयोग की दक्षता
- b)जल भंडारण की दक्षता
- c)जल अनुप्रयोग की दक्षता
- d)जल संवहन की दक्षता
Correct answer is option 'B'. Can you explain this answer?
सिंचाई के दौरान जड़ क्षेत्र में संग्रहीत पानी,और सिंचाई से पहले जड़ क्षेत्र में आवश्यक पानी के अनुपात को क्या कहा जाता है?
a)
जल उपयोग की दक्षता
b)
जल भंडारण की दक्षता
c)
जल अनुप्रयोग की दक्षता
d)
जल संवहन की दक्षता
Krithika A asked • 5 hours agoThe speed and the theoretical maximum capacity of a single lane highway are 5m/s and 900 vehicle per hour respectively. The space headway and time headway respectively are:- a)5.55 m and 4 sec
- b)15 m and 3 sec
- c)10 m and 2 sec
- d)20 m and 4 sec
Correct answer is option 'D'. Can you explain this answer?
The speed and the theoretical maximum capacity of a single lane highway are 5m/s and 900 vehicle per hour respectively. The space headway and time headway respectively are:
a)
5.55 m and 4 sec
b)
15 m and 3 sec
c)
10 m and 2 sec
d)
20 m and 4 sec
dx by Simpson’s 1/3rd rule. Take (n = 2). Mangal Mani asked • 5 hours agoA U-tube manometer is used to measure the pressure in an oil pipe A as shown in the figure.The specific gravity of the oil is 0.8 and that of mercury is 13.6. The equivalent gauge pressure is nearly.
- a)8.53 kN/m2
- b)11.76 kN/m2
- c)13.34 kN/m2
- d)15.00 kN/m2
Correct answer is option 'B'. Can you explain this answer?
A U-tube manometer is used to measure the pressure in an oil pipe A as shown in the figure.The specific gravity of the oil is 0.8 and that of mercury is 13.6. The equivalent gauge pressure is nearly.
a)
8.53 kN/m2
b)
11.76 kN/m2
c)
13.34 kN/m2
d)
15.00 kN/m2
represents Shwiti Kumari asked • 5 hours agoChlorination with 
produces hypochlorous acid (HOCL), which may further dissociate as hypochlorite ion 
depending upon pH of water. The reaction is represented as: 
What is the fraction of HOCL in the water at pH = 8?
- a)3.5
- b)0.8
- c)0.286
- d)0.1
Correct answer is option 'C'. Can you explain this answer?
produces hypochlorous acid (HOCL), which may further dissociate as hypochlorite ion depending upon pH of water. The reaction is represented as: What is the fraction of HOCL in the water at pH = 8?
a)
3.5
b)
0.8
c)
0.286
d)
0.1
Rajinder Kamboj asked • 6 hours agoThe transverse shear stress acting in abeam of rectangular cross section subjected to a transverse shear load , is- a)variable with maximum at the bottom of the beam
- b)variable with maximum at the top of the beam
- c)uniform
- d)Variable with maximum on the neutral axis
Correct answer is option 'D'. Can you explain this answer?
The transverse shear stress acting in abeam of rectangular cross section subjected to a transverse shear load , is
a)
variable with maximum at the bottom of the beam
b)
variable with maximum at the top of the beam
c)
uniform
d)
Variable with maximum on the neutral axis
Deepa Kumari asked • 7 hours agoA network of seven activities is shown in the diagram given above. The respective activity durations are shown beside the arrows. Which one of the following is the total float in AB, the total float in CE and free float in EF, respectively?
- a)2, 2, 3
- b)3, 3, 2
- c)3, 2, 2
- d)2, 3, 2
Correct answer is option 'C'. Can you explain this answer?
A network of seven activities is shown in the diagram given above. The respective activity durations are shown beside the arrows. Which one of the following is the total float in AB, the total float in CE and free float in EF, respectively?
a)
2, 2, 3
b)
3, 3, 2
c)
3, 2, 2
d)
2, 3, 2
Laxman Kharayat asked • 7 hours agoAt a certain point in the floor of weir, the uplift pressure head due to seepage is 4.5m. If therelative density of concrete is 2.5, the minimum thickness of floor required at this point tocounteract the uplift pressure is- a)1m
- b)2m
- c)3m
- d)4m
Correct answer is option 'C'. Can you explain this answer?
At a certain point in the floor of weir, the uplift pressure head due to seepage is 4.5m. If therelative density of concrete is 2.5, the minimum thickness of floor required at this point tocounteract the uplift pressure is
a)
1m
b)
2m
c)
3m
d)
4m
VINOD RADHAKISHAN asked • 7 hours agoA Pitot-static tube (C = 1) is used to measure air flow. With water in the differential manometer and a gauge difference of 75 mm, what is the value of air speed if ρ = 1.16 kg/m3?- a)1.21 m/s
- b)35.6 m/s
- c)16.2 m/s
- d)71.2 m/s
Correct answer is option 'B'. Can you explain this answer?
A Pitot-static tube (C = 1) is used to measure air flow. With water in the differential manometer and a gauge difference of 75 mm, what is the value of air speed if ρ = 1.16 kg/m3?
a)
1.21 m/s
b)
35.6 m/s
c)
16.2 m/s
d)
71.2 m/s
Chandrakant Verma asked • 8 hours agoThe design technique, adopted in design of largewater supply networks, as an aid to simplify andseparate the smaller loops, is- a)Hardy cross method
- b)Circle method
- c)Electrical analyser method
- d)Equivalent pipe method
Correct answer is option 'A'. Can you explain this answer?
The design technique, adopted in design of largewater supply networks, as an aid to simplify andseparate the smaller loops, is
a)
Hardy cross method
b)
Circle method
c)
Electrical analyser method
d)
Equivalent pipe method
Krishna Sain asked • 8 hours agoAn arm of a teapot is completely filled with tea (density=ρ) If the arm has a length of l and is inclined at 30o to the horizontal, what will be the pressure difference between the two points, C at the mouth and D at the base of the arm?
- a)ρgl
- b)ρgl/2
- c)√2ρgl
- d)2ρgl
Correct answer is option 'B'. Can you explain this answer?
An arm of a teapot is completely filled with tea (density=ρ) If the arm has a length of l and is inclined at 30o to the horizontal, what will be the pressure difference between the two points, C at the mouth and D at the base of the arm?
a)
ρgl
b)
ρgl/2
c)
√2ρgl
d)
2ρgl
Abhisekh Joshi asked • 8 hours agoIn lime-soda process of water softening- a)only carbonate hardness is removed
- b)only non-carbonate hardness is removed
- c)lime reduces non-carbonate hardness, and soda removes carbonate hardness
- d)lime reduces carbonate hardness, and soda removes non-carbonate hardness
Correct answer is option 'D'. Can you explain this answer?
In lime-soda process of water softening
a)
only carbonate hardness is removed
b)
only non-carbonate hardness is removed
c)
lime reduces non-carbonate hardness, and soda removes carbonate hardness
d)
lime reduces carbonate hardness, and soda removes non-carbonate hardness
Pradeep Polimetla asked • 8 hours agoOn a circular curve, the rate of superelevation is e. While negotiating the curve a vehicle comes to a stop. It is seen that the stopped vehicle does not slide inwards (in the radial direction). The coefficient of side friction is f. Which of the following is true:- a)e ≤ f
- b)f < e < 2 f
- c)e ≥ 2f
- d)none of the above
Correct answer is option 'A'. Can you explain this answer?
On a circular curve, the rate of superelevation is e. While negotiating the curve a vehicle comes to a stop. It is seen that the stopped vehicle does not slide inwards (in the radial direction). The coefficient of side friction is f. Which of the following is true:
a)
e ≤ f
b)
f < e < 2 f
c)
e ≥ 2f
d)
none of the above
Gokula Nand Joshi asked • 8 hours agoIn ISMC 400 channels placed back to back at a spacing of 26 cm carry an axial load of 160 tonnes. The lacing system should be designed to resist a transverse shear of- a)16 tonnes
- b)12 tonnes
- c)8 tonnes
- d)4 tonnes
Correct answer is option 'D'. Can you explain this answer?
In ISMC 400 channels placed back to back at a spacing of 26 cm carry an axial load of 160 tonnes. The lacing system should be designed to resist a transverse shear of
a)
16 tonnes
b)
12 tonnes
c)
8 tonnes
d)
4 tonnes
Suram Mangar asked • 8 hours agoA vertical rectangular plane surface is submerged in water such that its top and bottom surfaces are 1.5 m and 6.0 m respectively below the free surface. The position of centre of pressure below the free surface will be at a distance of- a)3.75 m
- b)4,0 m
- c)4.2 m
- d)4.5 m
Correct answer is option 'C'. Can you explain this answer?
A vertical rectangular plane surface is submerged in water such that its top and bottom surfaces are 1.5 m and 6.0 m respectively below the free surface. The position of centre of pressure below the free surface will be at a distance of
a)
3.75 m
b)
4,0 m
c)
4.2 m
d)
4.5 m
Bhaskar Pandey asked • 9 hours agoThe staff reading at a distance of 80 m from a level with a bubble at centre is 1.31 m. When the bubble is moved 5 divisions out of the centre, the reading is 1.39 m. Then the angular value of one division of the bubble is:- a)28.78 sec
- b)41.25 sec
- c)14.25 sec
- d)25.05 sec
Correct answer is option 'B'. Can you explain this answer?
The staff reading at a distance of 80 m from a level with a bubble at centre is 1.31 m. When the bubble is moved 5 divisions out of the centre, the reading is 1.39 m. Then the angular value of one division of the bubble is:
a)
28.78 sec
b)
41.25 sec
c)
14.25 sec
d)
25.05 sec
Laxman Kharayat asked • 9 hours agoIn the limit state method of design, the failure criterion for reinforced concrete beams and columns is- a)maximum principal stress theory
- b)maximum principal strain theory
- c)maximum shear stress theory
- d)maximum strain energy theory
Correct answer is option 'B'. Can you explain this answer?
In the limit state method of design, the failure criterion for reinforced concrete beams and columns is
a)
maximum principal stress theory
b)
maximum principal strain theory
c)
maximum shear stress theory
d)
maximum strain energy theory
Prince Singhania asked • 9 hours agoA horizontal beam carrying uniformly distributed load is supported with equal overhangs as shown in the figure beiow. The resultant bending moment at the mid-span shall be zero if a/b is
- a)3/4
- b)2/3
- c)1/2
- d)1/3
Correct answer is option 'C'. Can you explain this answer?
A horizontal beam carrying uniformly distributed load is supported with equal overhangs as shown in the figure beiow. The resultant bending moment at the mid-span shall be zero if a/b is
a)
3/4
b)
2/3
c)
1/2
d)
1/3
Swapan Roy asked • 9 hours agoA conical draft tube having diameter at the top as 2 m and pressure head at 7 m of water (vacuum), discharges water at the outlet with a velocity of 1.2 m/s at the rate of 25 m3/s. If atmospheric pressure head is 10.3 m of water and losses between the inlet and outlet of the draft tubes are negligible, find the length of draft tube immersed in water. Total length of tube is 5m,- a)3.84
- b)5
- c)2.30
- d)1.15
Correct answer is option 'D'. Can you explain this answer?
A conical draft tube having diameter at the top as 2 m and pressure head at 7 m of water (vacuum), discharges water at the outlet with a velocity of 1.2 m/s at the rate of 25 m3/s. If atmospheric pressure head is 10.3 m of water and losses between the inlet and outlet of the draft tubes are negligible, find the length of draft tube immersed in water. Total length of tube is 5m,
a)
3.84
b)
5
c)
2.30
d)
1.15
Tanu Kumari asked • 9 hours agoTwo people weighing W each are sitting on a plank of length L floating on water at L/3 from either end. Neglecting the weight of the plank, the bending moment and shear at the center of plank is:- a)0,
- b)
, 0 - c)
, 0 - d)
Correct answer is option 'C'. Can you explain this answer?
Two people weighing W each are sitting on a plank of length L floating on water at L/3 from either end. Neglecting the weight of the plank, the bending moment and shear at the center of plank is:
a)
0,
b)
, 0c)
, 0d)
The area of the parallelogram is
Khushi Kumari asked • 11 hours agoVirgin flow is- a)the flow in the river downstream of a gauging station
- b)the flow in the river upstream of a gauging station
- c)the flow unaffected by works of man
- d)the flow that would exist in the stream if there were no abstractions to the precipitation
Correct answer is option 'C'. Can you explain this answer?
Virgin flow is
a)
the flow in the river downstream of a gauging station
b)
the flow in the river upstream of a gauging station
c)
the flow unaffected by works of man
d)
the flow that would exist in the stream if there were no abstractions to the precipitation
Swapan Roy asked • 12 hours agoThe average flow of traffic on cross roads A and B, both 2 lane, during design period are 850 PCU per hour and 500 PCU per hour respectively. The all red time required for pedestrian crossing is 12 seconds. The saturation headway is 2.3 seconds. Maxm . Green time available on the 2 phase is …………. Seconds.- a)16 sec
- b)18 sec
- c)20 sec
- d)22 sec
Correct answer is option 'D'. Can you explain this answer?
The average flow of traffic on cross roads A and B, both 2 lane, during design period are 850 PCU per hour and 500 PCU per hour respectively. The all red time required for pedestrian crossing is 12 seconds. The saturation headway is 2.3 seconds. Maxm . Green time available on the 2 phase is …………. Seconds.
a)
16 sec
b)
18 sec
c)
20 sec
d)
22 sec
Jayanthi Greety asked • 12 hours agoA cantilever beam AB, fixed at the end A and carrying a load W at the force end B, is found to deflect by δ at the midpoint of AB. The deflection of B due to load W/2 at the midpoint will be- a) 2 δ
- b) δ
- c) δ /2
- d) δ /4
Correct answer is option 'D'. Can you explain this answer?
A cantilever beam AB, fixed at the end A and carrying a load W at the force end B, is found to deflect by δ at the midpoint of AB. The deflection of B due to load W/2 at the midpoint will be
a)
2 δ
b)
δ
c)
δ /2
d)
δ /4
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