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Recent questions tagged shear-stress
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GATE Civil 2021 Set 2 | Question: 19
A solid circular torsional member $\text{OPQ}$ is subjected to torsional moments as shown in the figure (not to scale). The yield shear strength of the constituent material is $\text{160 MPa}$. The absolute maximum shear stress in the member (in $\text{MPa}$, $\textit{round off to one decimal place}$) is __________________________
go_editor
asked
in
Solid Mechanics
Mar 1, 2021
by
go_editor
5.3k
points
gatecivil-2021-set2
numerical-answers
torsion
shear-stress
0
votes
0
answers
2
GATE2017 CE-2-39
A hallow circular shaft has an outer diameter of $100 $ mm and inner diameter of $50 $ mm. If the allowable shear stress is $125$ MPa, the maximum torque (in kN-m) that the shaft can resist is _______
gatecse
asked
in
Solid Mechanics
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
numerical-answers
solid-mechanics
structural-engineering
shear-stress
1
vote
0
answers
3
GATE2019 CE-2: 5
A closed thin-walled tube has thickness, $t$, mean enclosed area within the boundary of the centerline of tube’s thickness, $A_m$, and shear stress, $\tau$. Torsional moment of resistance, $T$, of the section would be $0.5 \tau A_m t$ $\tau A_m t$ $2 \tau A_m t$ $4 \tau A_m t$
Arjun
asked
in
Solid Mechanics
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
solid-mechanics
shear-stress
structural-engineering
torsion
0
votes
0
answers
4
GATE2019 CE-2: 8
For a channel section subjected to a downward vertical shear force at its centroid, which one of the following represents the correct distribution of shear stress in flange and web?
Arjun
asked
in
Solid Mechanics
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
solid-mechanics
structural-engineering
shear-stress
0
votes
0
answers
5
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? $13.3$ $26.6$ $31.7$ $48.3$
Arjun
asked
in
Solid Mechanics
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
solid-mechanics
shear-stress
structural-engineering
0
votes
0
answers
6
GATE2016-1-7
In shear design of an RC beam, other than the allowable shear strength of concrete $( \tau _c)$, there is also an additional check suggested in IS $456-2000$ ... shear stress that comes from accidental loading possibility of failure of concrete by diagonal tension possibility of crushing of concrete by diagonal compression
Milicevic3306
asked
in
Concrete Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
structural-engineering
shear-strength
shear-stress
concrete-structures
design-of-rc-beam
0
votes
0
answers
7
GATE2017 CE-1: 12
For a steady incompressible laminar flow between two infinite parallel stationary plates, the shear stress variation is linear with zero value at the plates linear with zero value at the center quadratic with zero value at the plates quadratic with zero value at the center
Milicevic3306
asked
in
Fluid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2017-ce-1
fluid-mechanics
water-resources-engineering
laminar-flow
shear-stress
0
votes
0
answers
8
GATE2015-2-7
For the plane stress situation shown in the figure, the maximum shear stress and the plane on which it acts are: $-50$ MPa, on a plane $45^{\circ}$ clockwise w.r.t. $x$-axis $-50$ MPa, on a plane $45^{\circ}$ anti-clockwise w.r.t. $x$-axis $50$ MPa at all orientations Zero, at all orientations
Milicevic3306
asked
in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
solid-mechanics
structural-engineering
shear-stress
0
votes
0
answers
9
GATE2014-2-36
For the state of stresses (IN MPa) shown in the figure below, the maximum shear stress (in MPa) is __________
Milicevic3306
asked
in
Structural Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-2
numerical-answers
structural-engineering
solid-mechanics
shear-stress
0
votes
0
answers
10
GATE Civil 2013 | Question: 26
The state of $2D$-stress at a point is given by the following matrix of stresses: $\begin{bmatrix} \sigma_{xx} & \sigma_{xy} \\ \sigma_{xy} & \sigma_{yy} \end{bmatrix} = \begin{bmatrix} 100 & 30 \\ 30 & 20 \end{bmatrix} MPa$ What is the magnitude of the maximum shear stress in MPa $50$ $75$ $100$ $110$
Milicevic3306
asked
in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
shear-stress
matrix-of-stresses
0
votes
0
answers
11
GATE Civil 2013 | Question: 11
A symmetric I-section (with width of each flange $=50$ mm, thickness of each flange $=10$ mm, depth of web $=100$ mm, and thickness of web $=10$ mm) of steel is subjected to a shear force of $100$ kN. Find the magnitude of the shear stress (in $N/mm^2$) in the web at its junction with the top flange _______
Milicevic3306
asked
in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
steel-structures
structural-engineering
shear-stress
i-section
0
votes
0
answers
12
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 $0.781$ $0.616$ $0.488$ $0.438$
Milicevic3306
asked
in
Solid Mechanics
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
solid-mechanics
structural-engineering
shear-stress
0
votes
0
answers
13
GATE2018 CE-2: 44
The total horizontal and vertical stresses at a point X in a saturated sandy medium are $170$ kPa and $300$ kPa, respectively. The static pore-water pressure is $30$ kPa. At failure, the excess pore-water pressure is measured to be $94.50$ kPa, and the shear ... angle of internal friction is $36^{\circ}$. The shear strength (in kPa, up to two decimal places) at point X is _____
gatecse
asked
in
Solid Mechanics
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
numerical-answers
solid-mechanics
shear-stress
shear-strength
structural-engineering
0
votes
0
answers
14
GATE2018 CE-2: 23
A fillet weld is simultaneously subjected to factored normal and shear stresses of $120$ MPa and $50$ MPa, respectively. As per $\text{ IS }800:2007$, the equivalent stress (in MPa, up to two decimal places) is _____
gatecse
asked
in
Solid Mechanics
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
numerical-answers
solid-mechanics
structural-engineering
shear-stress
equivalent-stress
0
votes
0
answers
15
GATE2018 CE-1: 19
In a fillet weld, the direct shear stress and bending tensile stress are $50$ MPa and $150$ MPa, respectively. As per $\text{IS }800:2007$, the equivalent stress (in MPa, up to two decimal places) will be ______
gatecse
asked
in
Solid Mechanics
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-1
numerical-answers
solid-mechanics
structural-engineering
shear-stress
0
votes
0
answers
16
GATE2018 CE-1: 8
A solid circular beam with radius of $0.25$ m and length of $2$ m is subjected to a twisting moment of $20$ kNm about the z-axis at the free end, which is the only load acting as shown in the figure. The shear stress component $\tau_{xy}$ at point 'M' in the cross-section of the beam at a distance of $1$ m from the fixed end is $0.0$ MPa $0.51$ MPa $0.815$ MPa $2.0$ MPa
gatecse
asked
in
Structural Analysis
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-1
structural-analysis
structural-engineering
shear-stress
analysis-of-beams
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