Related Questions

In the tensile test, the phenomenon of slow extension of the material, i. e. stress increasing with the time at a constant load is called
A Creeping
B Yielding
C Breaking
D Plasticity
The stress at which extension of the material takes place more rapidly as compared to the increase in load is termed as the __________ point of the material.
A Elastic
B Ultimate
C Yielding
D Breaking
The stress at which extension of the material takes place more quickly as compared to the increase in load is called
A Elastic point of the material
B Plastic point of the material
C Breaking point of the material
D Yielding point of the material
The stress at which the extension of the material takes place more quickly as compared to the increase in load, is called
A Elastic limit
B Yield point
C Ultimate point
D Breaking point
Slow and progressive deformation of a material with time under constant stress is called
A Creep
B Erosion
C Resilience
D None of these
I have never seen such a slow coach like you, this small work has taken you three full months.-What does the idiom' a slow coach' mean?
A an irresponsidle person
B a careless person
C an unthoughtful person
D a very lazy person
I've never seen such a "Slow coach". Slow coach means ---
A an irresponsible person
B a careless person
C a thoughtful person
D a very lazy person
I've never seen such a "slow-coach" like you. Here "slow-coach" means ---
A an irresponsible person
B a careless person
C a very lazy person
D an unthoughtful person
When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.)
A Is at the maximum distance from CG of the rivet group
B Is at the minimum distance from CG of the rivet group
C Gives the maximum angle between the two forces Fa and Fm
D Gives the minimum angle between the two forces Fa and Fm
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed
A 10 mm
B 15 mm
C 20 mm
D 25 mm

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