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Hot questions in Structural Engineering
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81
GATE2019 CE-1: 37
The network of a small construction project awarded to a contractor is shown in the following figure. The normal duration, crash duration, normal cost, and crash cost of all the activities are shown in the table. The indirect cost incurred by the contractor is ... is targeted for completion in $16$ days, the total cost (in INR) to be incurred by the contractor would be _______
The network of a small construction project awarded to a contractor is shown in the following figure. The normal duration, crash duration, normal cost, and crash cost of ...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Construction Materials and Management
gate2019-ce-1
numerical-answers
construction-materials-and-management
structural-engineering
types-of-construction-projects
cost-estimation
+
–
1
votes
0
answers
82
GATE2019 CE-1: 3
A simple mass-spring oscillatory system consists of a mass $m$, suspended from a spring of stiffness $k$. Considering $z$ as the displacement of the system at any time $t$, the equation of motion for the free vibration of the system is $m \ddot{z} + kz = 0$. The natural frequency of the system is $\dfrac{k}{m} \\$ $\sqrt{ \dfrac{k}{m}} \\$ $\dfrac{m}{k}\\$ $\sqrt{ \dfrac{m}{k}}$
A simple mass-spring oscillatory system consists of a mass $m$, suspended from a spring of stiffness $k$. Considering $z$ as the displacement of the system at any time $t...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Engineering Mechanics
gate2019-ce-1
engineering
engineering-mechanics
+
–
0
votes
0
answers
83
GATE2019 CE-1: 48
Tie bars of $12 \: mm$ diameter are to be provided in a concrete pavement slab. The working tensile stress of the tie bars is $230 \: MPa$, the average bond strength between a tie bar and concrete is $2 \: MPa$, and the joint gap between the slabs ... loss of bond and the tolerance factor, the design length of the tie bars (in $mm$, round off to the nearest integer) is ________
Tie bars of $12 \: mm$ diameter are to be provided in a concrete pavement slab. The working tensile stress of the tie bars is $230 \: MPa$, the average bond strength betw...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Concrete Structures
gate2019-ce-1
numerical-answers
concrete-structures
structural-engineering
pavement-slabs
+
–
0
votes
0
answers
84
GATE2019 CE-2: 20
The degree of static indeterminacy of the plane frame as shown in the figure is ________
The degree of static indeterminacy of the plane frame as shown in the figure is ________
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Structural Analysis
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
+
–
0
votes
0
answers
85
GATE2019 CE-1: 31
The cross-section of a built-up wooden beam as shown in the figure (not drawn to scale) is subjected to a vertical shear force of $8 \: kN$. The beam is symmetrical about the neural axis (N.A.) shown, and the moment of inertia about N.A. is $1.5 \times 10^9 \: mm^4$. ... , each of the nails at P will be subjected to the shear force of $60 \: N$ $120 \: N$ $240 \: N$ $480 \: N$
The cross-section of a built-up wooden beam as shown in the figure (not drawn to scale) is subjected to a vertical shear force of $8 \: kN$. The beam is symmetrical about...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Solid Mechanics
gate2019-ce-1
solid-mechanics
structural-engineering
shear-force
+
–
0
votes
0
answers
86
GATE2019 CE-2: 29
For a plane stress problem, the state of stress at a point P is represented by the stress element as shown in figure. By how much angle $( \theta)$ in degrees the stress element should be rotated in order to get the planes of maximum shear stress? $13.3$ $26.6$ $31.7$ $48.3$
For a plane stress problem, the state of stress at a point P is represented by the stress element as shown in figure.By how much angle $( \theta)$ in degrees the stress e...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Solid Mechanics
gate2019-ce-2
solid-mechanics
shear-stress
structural-engineering
+
–
0
votes
0
answers
87
GATE2019 CE-1: 39
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of $50 \: kN$ is acting at joint in R in the horizontal direction. The flexural rigidity. EI, of each number is $10^6 \: kNm^2$. Under the applied load, the horizontal displacement (in mm, round off to $1$ decimal place) of joint R would be _________
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of $50 \: kN$ is acting at joint in R in ...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Structural Analysis
gate2019-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
+
–
0
votes
0
answers
88
GATE2019 CE-2: 38
A rolled $I$-section beam is supported in a $75 \: mm$ wide bearing plate as shown in the figure. Thicknesses of flange and web of the $I$ section $20 \: mm$ and $8 \: mm$, respectively. Root radius of the $I$-section is $10 \: mm$. Assume: material ... $IS: 800-2007$, the web bearing strength (in $kN$, round off to $2$ decimal places) of the beam is __________
A rolled $I$-section beam is supported in a $75 \: mm$ wide bearing plate as shown in the figure. Thicknesses of flange and web of the $I$ section $20 \: mm$ and $8 \: mm...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Structural Analysis
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
+
–
0
votes
0
answers
89
GATE2019 CE-2: 21
The characteristic compressive strength of concrete required in a project is $25 \: MPa$ and the standard deviation in the observed compressive strength expected at site is $4 \: MPa$. The average compressive strength of cubes tested at different water-cement (w/c) ... The water-cement ratio (in percent, round off to the lower integer) to be used in the mix is ______
The characteristic compressive strength of concrete required in a project is $25 \: MPa$ and the standard deviation in the observed compressive strength expected at site ...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Construction Materials and Management
gate2019-ce-2
numerical-answers
construction-materials-and-management
structural-engineering
concrete-mix-design
+
–
0
votes
0
answers
90
GATE2019 CE-2: 37
A plane frame shown in the figure (not to scale) has linear elastic springs at node H. The spring constants are $k_x = k_y = 5 \times 10^5 kN/m$ and $k_{\theta} =3 \times 10^5 \: kNm/rad$. For the externally applied moment of $30 \: kNm$ at node F, the rotation (in degrees, round off to $3$ decimals) observed in the rotational spring at node H is ______
A plane frame shown in the figure (not to scale) has linear elastic springs at node H. The spring constants are $k_x = k_y = 5 \times 10^5 kN/m$ and $k_{\theta} =3 \times...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Structural Analysis
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
+
–
0
votes
0
answers
91
GATE2019 CE-2: 36
A long uniformly distributed load of $10 \: kN/m$ and a concentrated load of $60 \: kN$ are moving together on the beam ABCD shown in the figure (not drawn to scale). The relative positions of the two loads are not fixed. The maximum shear force (in $kN$, round off to the nearest integer) caused at the internal hinge B due to the two loads is _________
A long uniformly distributed load of $10 \: kN/m$ and a concentrated load of $60 \: kN$ are moving together on the beam ABCD shown in the figure (not drawn to scale). The...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Solid Mechanics
gate2019-ce-2
numerical-answers
solid-mechanics
structural-engineering
shear-force
+
–
0
votes
0
answers
92
GATE2019 CE-2: 39
When a specimen of $M25$ concrete is loaded to a stress level of $12.5 \: MPa$, a strain of $500 \times 10^{-6}$ is recorded. If this load is allowed to stand for a long time, the strain increases to $1000 \times 10^{-6}$. In ... with the provisions of $IS:456-2000$, considering the long-term effects, the effective modulus of elasticity of the concrete (in $MPa$) is _________
When a specimen of $M25$ concrete is loaded to a stress level of $12.5 \: MPa$, a strain of $500 \times 10^{-6}$ is recorded. If this load is allowed to stand for a long ...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Solid Mechanics
gate2019-ce-2
numerical-answers
solid-mechanics
structural-engineering
stress-and-strain-relationship
+
–
0
votes
0
answers
93
GATE2019 CE-2: 30
The critical bending compressive stress in the extreme fibre of a structural steel section is $1000 \: MPa$. It is given that the yield strength of the steel is $250 \: MPa$, width of flange is $250 \: mm$ and thickness of flange is $15 \: mm$. As per the provisions of $IS:800-2007$, the non-dimensional slenderness ratio of the steel cross-section is $0.25$ $0.50$ $0.75$ $2.00$
The critical bending compressive stress in the extreme fibre of a structural steel section is $1000 \: MPa$. It is given that the yield strength of the steel is $250 \: M...
Arjun
13.0k
points
Arjun
asked
Feb 12, 2019
Steel Structures
gate2019-ce-2
steel-structures
structural-engineering
structural-steel-composition
+
–
0
votes
0
answers
94
GATE2016-2-45
A square plate is suspended vertically from one of its edges using a hinge support as shown in figure. A water jet of $20 \: mm$ diameter having a velocity of $10 \: m/s$ strikes the plate at its mid-point, at an angle of $30^{\circ}$ with ... neglect the self-weight of the plate. The force $F$ (expressed in $N$) required to keep the plate in its vertical position is _____________
A square plate is suspended vertically from one of its edges using a hinge support as shown in figure. A water jet of $20 \: mm$ diameter having a velocity of $10 \: m/s$...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-2
numerical-answers
foundation-engineering
structural-engineering
+
–
0
votes
0
answers
95
GATE2016-1-45
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \: kN/m^3$ and unit weight of concrete as $24 \: kN/m^3$, the uplift force per unit length of the dam (expressed in kN/m) at $\color{red}{PQ}$ is _____
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \: kN/m^3$ and unit weight of concrete as $24 \: kN/m^3$, the uplift force per...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-gravity-dam
+
–
0
votes
0
answers
96
GATE2014-2-31
The beam of an overall depth $250$ mm (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces of the beam are $36^{\circ}$ and $72^{\circ}$ respectively. Considering coefficient of thermal ... per $^{\circ}C$, the vertical deflection of the beam (in mm) at its mid-span due to temperature gradient is ________
The beam of an overall depth $250$ mm (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
temperature-gradient
+
–
0
votes
0
answers
97
GATE2016-2-8
An assembly made of a rigid arm $A-B-C$ hinged at end $A$ and supported by an elastic rope $C-D$ at end $C$ is shown in the figure. The members may be assumed to be weightless and the lengths of the respective members are shown in the figure. Under the action of a concentrated load $P$ at ... the rope is $\dfrac{3P}{\sqrt{2}} \\$ $\dfrac{P}{\sqrt{2}} \\$ $\dfrac{3P}{8} \\$ $\sqrt{2}P$
An assembly made of a rigid arm $A-B-C$ hinged at end $A$ and supported by an elastic rope $C-D$ at end $C$ is shown in the figure. The members may be assumed to be weigh...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-2
engineering-mechanics
structural-engineering
rigid-body
magnitude-of-tension
+
–
0
votes
0
answers
98
GATE2016-2-31
An elastic isotropic body is in a hydrostatic state of stress as shown in the figure. For no change in the volume to occur, what should be its Poisson’s ratio? $0.00$ $0.25$ $0.50$ $1.00$
An elastic isotropic body is in a hydrostatic state of stress as shown in the figure. For no change in the volume to occur, what should be its Poisson’s ratio?$0.00$$0....
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Structural Engineering
gate2016-ce-2
poisson's-ratio
stress
structural-engineering
+
–
0
votes
0
answers
99
GATE2015-1-35
A tapered circular rod of diameter varying from $20$ mm to $10$ mm is connected to another uniform circular rod of diameter $10$ mm as shown in the following figure. Both bars are made of same material with the modulus of elasticity, $E=2 \times 10^5$ MPa. When subjected to a load $P=30 \pi$ kN, the deflection at point $A$ is ______ mm.
A tapered circular rod of diameter varying from $20$ mm to $10$ mm is connected to another uniform circular rod of diameter $10$ mm as shown in the following figure. Both...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Solid Mechanics
gate2015-ce-1
numerical-answers
structural-engineering
solid-mechanics
modulus-of-elasticity
+
–
0
votes
0
answers
100
GATE2016-2-35
A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity $10 \: kN/m$. The design shear force (expressed in $kN$) at the section X-X of the beam is ________
A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored lo...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-2
numerical-answers
concrete-structures
structural-engineering
shear-force
design-of-rc-beam
+
–
0
votes
0
answers
101
GATE2015-2-31
A simply supported reinforced concrete beam of length $10$ m sags while undergoing shrinkage. Assuming a uniform curvature of $0.004 m^{-1}$ along the span, the maximum deflection (in m) of the beam at mid-span is __________.
A simply supported reinforced concrete beam of length $10$ m sags while undergoing shrinkage. Assuming a uniform curvature of $0.004 m^{-1}$ along the span, the maximum d...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-2
numerical-answers
concrete-structures
structural-engineering
concrete-beams
deign-of-beams
+
–
0
votes
0
answers
102
GATE2017 CE-1: 41
Consider the beam ABCD shown in the figure. For a moving concentrated load of $50$ kN on the beam, the magnitude of the maximum bending moment (in kN-m) obtained at the support C will be equal to ________.
Consider the beam ABCD shown in the figure.For a moving concentrated load of $50$ kN on the beam, the magnitude of the maximum bending moment (in kN-m) obtained at the su...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Solid Mechanics
gate2017-ce-1
numerical-answers
solid-mechanics
structural-engineering
bending-moment-in-beam
+
–
0
votes
0
answers
103
GATE2014-2-33
Considering the symmetric of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is $170$ $172$ $176$ $178$
Considering the symmetric of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is$170$$172...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Engineering Mechanics
gate2014-ce-2
structural-analysis
analysis-of-frames
+
–
0
votes
0
answers
104
GATE2017 CE-1: 4
An elastic bar of length $L$, uniform cross sectional area $A$, coefficient of thermal expansion $\alpha$, and Young's modulus $E$ is fixed at the two ends. The temperature of the bar is increased by $T$, resulting in an axial stress $\sigma$. Keeping all other parameters unchanged ... , the axial stress would be $\sigma$ $2 \: \sigma$ $0.5 \: \sigma$ $0.25 \: \alpha \: \sigma$
An elastic bar of length $L$, uniform cross sectional area $A$, coefficient of thermal expansion $\alpha$, and Young’s modulus $E$ is fixed at the two ends. The tempera...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Engineering Mechanics
gate2017-ce-1
structural-engineering
axial-stress
engineering-mechanics
+
–
0
votes
0
answers
105
GATE2017 CE-1: 39
Consider the stepped bar made with a linear elastic material and subjected to an axial load of $1$ kN, as shown in the figure. Segments $1$ and $2$ have cross-sectional area of $100 \: mm^2$ and $60 \: mm^2$, Young's modulus of $2 \times 10^5$ MPa ... mm and $900$ mm, respectively. The strain energy (in N-mm, up to one decimal place) in the bar due to the axial load is __________
Consider the stepped bar made with a linear elastic material and subjected to an axial load of $1$ kN, as shown in the figure.Segments $1$ and $2$ have cross-sectional ar...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2017-ce-1
numerical-answers
axial-load
strain-energy
structural-engineering
+
–
1
votes
0
answers
106
GATE2016-1-31
A $3$ m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of $w=20$kN/m in the central $1$ m as shown in the figure. If the flexural rigidity (EI) of the beam is $30 \times 10^6 \: N-m^2$, the maximum slope (expressed in radians) of the ... is $0.681 \times 10^{-7}$ $0.943 \times 10^{-7}$ $4.310 \times 10^{-7}$ $5.910 \times 10^{-7}$
A $3$ m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of $w=20$kN/m in the central $1$ m as shown in the figure.If the ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Structural Analysis
gate2016-ce-1
structural-engineering
analysis-of-beams
structural-analysis
+
–
0
votes
0
answers
107
GATE Civil 2013 | Question: 48
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown. If load $P=80$ kN, find the reaction $R$ (in kN) correct to $1$-decimal place) using elastic analysis ________
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown.If load $P=80$ kN, find the reaction $R$ (in kN) correct to...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Steel Structures
gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
elastic-analysis
+
–
0
votes
0
answers
108
GATE Civil 2012 | Question: 52
The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are $M25$ and $Fe415$, respectively. The total area of ... mm) computed as per the Limit State Method of $IS \: 456:2000$ is $200.0$ $223.3$ $236.3$ $273.6$
The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Concrete Structures
gate2012-ce
concrete-structures
structural-engineering
design-of-slabs
+
–
0
votes
0
answers
109
GATE Civil 2012 | Question: 11
The effective stress friction angle of a saturated, cohesionless soil is $38^{\circ}$. The ratio of shear stress to normal effective stress on the failure plane is $0.781$ $0.616$ $0.488$ $0.438$
The effective stress friction angle of a saturated, cohesionless soil is $38^{\circ}$. The ratio of shear stress to normal effective stress on the failure plane is$0.781$...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
structural-engineering
shear-stress
+
–
0
votes
0
answers
110
GATE2016-1-34
A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided roller supports, respectively. A force $\color{Red}{P}$ acts at $C$ as shown. Let $R_{Ah}$ and $R_{Bh}$ be the horizontal reactions at supports $A$ and $B$, respectively, and $R_{Av}$ be the ... $R_{Av}=P; \: R_{Bh} = \dfrac{1.5}{8}P; \text{ and } R_{Ah} = \dfrac{1.5}{8} P$
A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided roller supports, respectively. A force $\color{Red}{P}$ acts at $C$ as ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-1
engineering-mechanics
structural-engineering
rigid-bodies
+
–
0
votes
0
answers
111
GATE2015-1-32
The bracket plate connected to a column flange transmits a load of $100$ kN as shown in the following figure. The maximum force for which the bolts should be designed is ______ kN.
The bracket plate connected to a column flange transmits a load of $100$ kN as shown in the following figure. The maximum force for which the bolts should be designed is ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
bracket-connection
plates
+
–
0
votes
0
answers
112
GATE2016-2-9
As per Indian standards for bricks, minimum acceptable compressive strength of any class of burnt clay bricks in dry state is $10.0 \text{ MPa}$ $7.5 \text{ MPa}$ $5.0 \text{ MPa}$ $3.5 \text{ MPa}$
As per Indian standards for bricks, minimum acceptable compressive strength of any class of burnt clay bricks in dry state is$10.0 \text{ MPa}$$7.5 \text{ MPa}$$5.0 \text...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-2
construction-materials-and-management
structural-engineering
bricks
+
–
0
votes
0
answers
113
GATE2015-2-35
In a pre-stressed concrete beam section shown in the figure, the net loss is $10 \%$ and the final pre-stressing force applied at $X$ is $750$ kN. The initial fiber stresses (in $N/mm^2$) at the top and bottom of the beam were: $4.166$ and $20.833$ $ – 4.166$ and $ – 20.833$ $4.166$ and $ – 20.833$ $ – 4.166$ and $20.833$
In a pre-stressed concrete beam section shown in the figure, the net loss is $10 \%$ and the final pre-stressing force applied at $X$ is $750$ kN. The initial fiber stres...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-2
concrete-structures
structural-engineering
pre-stressed-concrete
+
–
0
votes
0
answers
114
GATE2015-2-32
A steel strip of length $L=200$ mm is fixed at end $A$ and rests at $B$ on a vertical spring of stiffness, $k=2 \: N/mm$. The steel strip is $5$ mm wide and $10$ mm thick. A vertical load, $P=50$ N is applied at $B$, as shown in the figure. Considering $E=200$ GPa, the force (in N) developed in the spring is ________.
A steel strip of length $L=200$ mm is fixed at end $A$ and rests at $B$ on a vertical spring of stiffness, $k=2 \: N/mm$. The steel strip is $5$ mm wide and $10$ mm thick...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2015-ce-2
numerical-answers
steel-structures
structural-engineering
steel-strip
+
–
0
votes
0
answers
115
GATE2017 CE-1: 43
A column is subjected to a load through a bracket as shown in the figure. The resultant force (in kN, up to one decimal place) in the bolt $1$ is _______
A column is subjected to a load through a bracket as shown in the figure.The resultant force (in kN, up to one decimal place) in the bolt $1$ is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2017-ce-1
numerical-answers
structural-engineering
resultant-force
steel-structures
bracket-connection
+
–
0
votes
0
answers
116
GATE2016-2-6
The kinematic indeterminacy of the plane truss shown in the figure is $11$ $8$ $3$ $0$
The kinematic indeterminacy of the plane truss shown in the figure is$11$$8$$3$$0$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-2
engineering-mechanics
structural-engineering
kinematics
truss
+
–
0
votes
0
answers
117
GATE2014-2-32
The axial load (in kN) in the member PQ for the arrangement/assembly shown in the figure given below is ______________
The axial load (in kN) in the member PQ for the arrangement/assembly shown in the figure given below is ______________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
axial-load
beams
+
–
0
votes
0
answers
118
GATE2016-1-35
A reinforced concrete (RC) beam with width of $250$ mm and effective depth of $400$ mm is reinforced with $Fe415$ steel. As per the provisions of $IS \: 456-2000$, the minimum and maximum amount of tensile reinforcement (expressed in $mm^2$) for the section are, respectively $250$ and $3500$ $205$ and $4000$ $270$ and $2000$ $300$ and $2500$
A reinforced concrete (RC) beam with width of $250$ mm and effective depth of $400$ mm is reinforced with $Fe415$ steel. As per the provisions of $IS \: 456-2000$, the mi...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
reinforced-concrete-beam
concrete-structures
structural-engineering
+
–
0
votes
0
answers
119
GATE2015-2-30
In a system, two connected rigid bars $AC$ and $BC$ are identical length, $L$ with pin supports at $A$ and $B$. The bars are interconnected at $C$ by a frictionless hinge. The rotation of the hinge is restrained by a rotational spring of stiffness, $k$. The system initially assumes a straight ... at $C$ is: $\dfrac{PL}{4k} \\$ $\dfrac{PL}{2k} \\$ $\dfrac{P}{4k} \\$ $\dfrac{Pk}{4L}$
In a system, two connected rigid bars $AC$ and $BC$ are identical length, $L$ with pin supports at $A$ and $B$. The bars are interconnected at $C$ by a frictionless hinge...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Engineering Mechanics
gate2015-ce-2
engineering-mechanics
structural-engineering
stiffness
rigid-body
+
–
0
votes
0
answers
120
GATE2016-2-7
As per $\text{IS } 456-2000$ for the design of reinforced concrete beam, the maximum allowable shear stress $(\tau_{\tau \text{max}})$ depends on the grade of concrete and grade of steel grade of concrete only grade of steel only grade of concrete and percentage of reinforcement
As per $\text{IS } 456-2000$ for the design of reinforced concrete beam, the maximum allowable shear stress $(\tau_{\tau \text{max}})$ depends on thegrade of concrete and...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-2
concrete-structures
structural-engineering
reinforced-concrete-beam
+
–
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