701 - Pressure conduits with steel pipes varies diameter _______
701 - Pressure conduits with steel pipes varies diameter _______
3000 mm
702 - Prestressed concrete is an example of _____________
702 - Prestressed concrete is an example of _____________
Fatigue
703 - Principal plane has ____________
703 - Principal plane has ____________
Zero shear stress
704 - Prop reduces ___________ in the beam.
704 - Prop reduces ___________ in the beam.
Deflection
705 - Radius of gyration is denoted by _________
705 - Radius of gyration is denoted by _________
k
706 - Radius of gyration is denoted by _________
706 - Radius of gyration is denoted by _________
k
707 - Radius of gyration is denoted by __________
707 - Radius of gyration is denoted by __________
k
708 - Rankine-Golden formula accounts for direct as well as buckling stress and is applicable to
708 - Rankine-Golden formula accounts for direct as well as buckling stress and is applicable to
intermediate columns
709 - Rate of demand is also known as __________
709 - Rate of demand is also known as __________
Per capita demand
710 - Ratio of lateral strain to linear strain is _________
710 - Ratio of lateral strain to linear strain is _________
Poisson’s ratio
711 - Reactions at the supports of a structure can be determined by equating the algebraic sum of
711 - Reactions at the supports of a structure can be determined by equating the algebraic sum of
all the above.
712 - Rectangular channel is _________ channel.
712 - Rectangular channel is _________ channel.
Prismatic
713 - Red colour in water denotes?
713 - Red colour in water denotes?
Fe
714 - Resilience can also be termed as ___________
714 - Resilience can also be termed as ___________
Strain energy
715 - Resilience of a material plays important role in which of the following?
715 - Resilience of a material plays important role in which of the following?
Shock loading
716 - Revert size is generally expressed in terms of _______
716 - Revert size is generally expressed in terms of _______
Shank diameter
717 - Roller support is same as _____
717 - Roller support is same as _____
Simply support
718 - Rotating key of a lock is an example of ____________
718 - Rotating key of a lock is an example of ____________
Formation of couple
719 - Rotating key of a lock is an example of ____________
719 - Rotating key of a lock is an example of ____________
Formation of couple
720 - Sabotage problem is eliminated in _______
720 - Sabotage problem is eliminated in _______
Screw spike
721 - Sagging, the bending moment occurs at the _____ of the beam.
721 - Sagging, the bending moment occurs at the _____ of the beam.
Mid span
722 - Sand layer is an example of ______________
722 - Sand layer is an example of ______________
Aquifer
723 - Saprotrophs are also known as _________
723 - Saprotrophs are also known as _________
Detritus Feeders
724 - Scaffolding has to be done, if the height of structure is above _________
724 - Scaffolding has to be done, if the height of structure is above _________
1.5
725 - Scaffolding you generally adopted when the height of structure is above ___________
725 - Scaffolding you generally adopted when the height of structure is above ___________
1.5 m
726 - Scour valve in water distribution system is provided at ________
726 - Scour valve in water distribution system is provided at ________
Low points
727 - Self weight of dam acts in ___________ direction.
727 - Self weight of dam acts in ___________ direction.
Vertical
728 - Service unit method is related to ___________ estimate.
728 - Service unit method is related to ___________ estimate.
Approximate
729 - Shear force for a cantilever carrying a uniformly distributed load over its length, is
729 - Shear force for a cantilever carrying a uniformly distributed load over its length, is
rectangle
730 - Shear force is unbalanced _____ to the left or right of the section.
730 - Shear force is unbalanced _____ to the left or right of the section.
Vertical force
731 - Shear stress at top most fibre of rectangular section is _____________
731 - Shear stress at top most fibre of rectangular section is _____________
Zero
732 - Shear stress distribution over rectangular section will be _________
732 - Shear stress distribution over rectangular section will be _________
parabolic
733 - Shear stress in a beam is zero at ______
733 - Shear stress in a beam is zero at ______
Extreme fibres
734 - SI units of Bending moment is ___________
734 - SI units of Bending moment is ___________
kNm
735 - SI units of shear force is _______________
735 - SI units of shear force is _______________
kN
736 - Skin stress is also called as ______
736 - Skin stress is also called as ______
Bending stress
737 - Slope in the beam at any point is measured in ____________
737 - Slope in the beam at any point is measured in ____________
Radians
738 - Slope is maximum at _______ in simply supported beams.
738 - Slope is maximum at _______ in simply supported beams.
Mid span
739 - Soil moisture stress is defined as the sum of soil moisture tension and ______ pressure of soil solution.
739 - Soil moisture stress is defined as the sum of soil moisture tension and ______ pressure of soil solution.
Osmatic
740 - Solar arrays are defined in terms of ____________
740 - Solar arrays are defined in terms of ____________
Circuits
741 - Some structural members subjected to a long time sustained loads deform progressively with time especially at elevated temperatures. What is such a phenomenon called?
741 - Some structural members subjected to a long time sustained loads deform progressively with time especially at elevated temperatures. What is such a phenomenon called?
Creep
742 - Specific gravity of water is __________
742 - Specific gravity of water is __________
1
743 - Specific weight of water at 4°C is ____________ N/m^3.
743 - Specific weight of water at 4°C is ____________ N/m^3.
9810
744 - Splices are provided when the ________ bar available is less than that required.
744 - Splices are provided when the ________ bar available is less than that required.
Length
745 - Springs(closely coiled) are examples of _____________
745 - Springs(closely coiled) are examples of _____________
stiffness
746 - Stability of high rise vehicles will be affected due to ____________
746 - Stability of high rise vehicles will be affected due to ____________
Camber
747 - Steel trusses are generally constructed with __________
747 - Steel trusses are generally constructed with __________
Mild steel
748 - Stiffness of the beam is inversely proportional to the _____ of the beam.
748 - Stiffness of the beam is inversely proportional to the _____ of the beam.
Deflection
749 - Stiffness of the propped cantilever is _________
749 - Stiffness of the propped cantilever is _________
4EI/l
750 - Strain energy of a member may be equated to
750 - Strain energy of a member may be equated to
1/2(stress)^2 x volume of the member + Young's modulus E.
751 - Strain energy of any member may be defined as work done on it
751 - Strain energy of any member may be defined as work done on it
all the above.
752 - Strain energy stored in a body to uniform stress s of volume V and modulus of elasticity E is __________
752 - Strain energy stored in a body to uniform stress s of volume V and modulus of elasticity E is __________
s^2V/2E
753 - Strength of joint = efficiency × __________
753 - Strength of joint = efficiency × __________
Strength of plate
754 - Stress in a beam due to simple bending is ____________
754 - Stress in a beam due to simple bending is ____________
Directly proportional
755 - Stress in a beam due to simple bending, is
755 - Stress in a beam due to simple bending, is
directly proportional
756 - Stress in members of statically determinate simple frames, can be determined by
756 - Stress in members of statically determinate simple frames, can be determined by
all the above.
757 - Structural failures contribute about _______________ in the failure of dam.
757 - Structural failures contribute about _______________ in the failure of dam.
0.3
758 - Struts are load carrying members of a frame structure which are subjected to
758 - Struts are load carrying members of a frame structure which are subjected to
axial compressive loads
759 - Tail escape is also called as ___________
759 - Tail escape is also called as ___________
Weir type escape
760 - Tangent of angle of friction is equal to_________________?
760 - Tangent of angle of friction is equal to_________________?
coefficient of friction
761 - Taste and odour are expressed in terms of ______
761 - Taste and odour are expressed in terms of ______
Threshold numbers
762 - The ____ of strongest beam that can be cut out of a circular section of diameter D.
762 - The ____ of strongest beam that can be cut out of a circular section of diameter D.
Size
763 - The _________ is more over the supports then at midspan in continuous beams.
763 - The _________ is more over the supports then at midspan in continuous beams.
Bending moment
764 - The __________ is the distance between Centres to centre of effective lateral ends.
764 - The __________ is the distance between Centres to centre of effective lateral ends.
Actual length
765 - The __________ joints are friction less.
765 - The __________ joints are friction less.
Pin
766 - The __________ of the slab is governed by span to depth ratio.
766 - The __________ of the slab is governed by span to depth ratio.
Stiffness
767 - The __________ resistance is independent of the nature of surface contact.
767 - The __________ resistance is independent of the nature of surface contact.
Frictional
768 - The ______________ of a column is the distance between the points of zero bending moments.
768 - The ______________ of a column is the distance between the points of zero bending moments.
Effective length
769 - The ability of a material to absorb energy when elastically deformed and to return it when unloaded is called __________
769 - The ability of a material to absorb energy when elastically deformed and to return it when unloaded is called __________
Resilience
770 - The algebraic sum of moments of the forces forming couple about any point in their plane is________________?
770 - The algebraic sum of moments of the forces forming couple about any point in their plane is________________?
equal to the moment of the couple
771 - The algebraic sum of the resolved parts of a number of forces in a given direction is equal to the resolved part of their resultant in the same direction. This is as per the principle of__________________?
771 - The algebraic sum of the resolved parts of a number of forces in a given direction is equal to the resolved part of their resultant in the same direction. This is as per the principle of__________________?
resolution of forces
772 - The allowable tensile stresses in steel structures is taken as 1500 kg /cm^2 to ______
772 - The allowable tensile stresses in steel structures is taken as 1500 kg /cm^2 to ______
2125 kg /cm^2
773 - The angle of internal friction for water is __________
773 - The angle of internal friction for water is __________
0°
774 - The angle of repose is zero for ______________
774 - The angle of repose is zero for ______________
Water
775 - The angle which an inclined plane makes with the horizontal when a body placed on it is about to move down is known as angle of__________________?
775 - The angle which an inclined plane makes with the horizontal when a body placed on it is about to move down is known as angle of__________________?
repose
776 - The application of chlorine beyond the stage of break point is _________
776 - The application of chlorine beyond the stage of break point is _________
Super chlorination
777 - The approximate percentage of reinforcement provided in a beam varies from _______
777 - The approximate percentage of reinforcement provided in a beam varies from _______
1-2%
778 - The approximate percentage of reinforcement provided in a beam varies from _______
778 - The approximate percentage of reinforcement provided in a beam varies from _______
1-2%
779 - The approximate percentage of steel taken for lintels in the absence of detailed design is _______
779 - The approximate percentage of steel taken for lintels in the absence of detailed design is _______
0.7-1%
780 - The average crushing strength of precast concrete blocks as per CAI is __________
780 - The average crushing strength of precast concrete blocks as per CAI is __________
3.5 N/mm^2
781 - The average diameter of particles of silt is __________
781 - The average diameter of particles of silt is __________
0.002 mm
782 - The axis about which moment of area is taken is known as ____________
782 - The axis about which moment of area is taken is known as ____________
Axis of reference
783 - The bearing capacity of laminated rocks used in foundation is ___________
783 - The bearing capacity of laminated rocks used in foundation is ___________
1620 kN/m^2
784 - The bending moment is maximum on a section where shearing force
784 - The bending moment is maximum on a section where shearing force
changes sign.
785 - The bending strain is zero at _______
785 - The bending strain is zero at _______
Neutral axis
786 - The bending stress in a beam is ______ to bending moment.
786 - The bending stress in a beam is ______ to bending moment.
Directly proportionate
787 - The bending stress is ____________
787 - The bending stress is ____________
Directly proportional to the distance of layer from the neutral layer
788 - The body will regain it is previous shape and size only when the deformation caused by the external forces, is within a certain limit. What is that limit?
788 - The body will regain it is previous shape and size only when the deformation caused by the external forces, is within a certain limit. What is that limit?
Elastic limit
789 - The bottom chord member of truss is known as ___________
789 - The bottom chord member of truss is known as ___________
Main tie
790 - The breaking stress is ____________ the ultimate stress.
790 - The breaking stress is ____________ the ultimate stress.
Less than
791 - The C.G. of a plane lamina will not be at its geometrical centre in the case of a______________?
791 - The C.G. of a plane lamina will not be at its geometrical centre in the case of a______________?
right angled triangle
792 - The C.G. of a right circular solid cone of height h lies at the following distance from the base_____________?
792 - The C.G. of a right circular solid cone of height h lies at the following distance from the base_____________?
h/4
793 - The C.G. of a solid hemisphere lies on the central radius 3r_______________?
793 - The C.G. of a solid hemisphere lies on the central radius 3r_______________?
at distance — from the plane base or
794 - The calcium carbonate in water is _____________
794 - The calcium carbonate in water is _____________
Softens water
795 - The center of gravity of a circle of radius 10 cm will be _____________
795 - The center of gravity of a circle of radius 10 cm will be _____________
At its center of the diameter
796 - The center of percussion of the homogeneous rod of length L suspended at the top will be__________________?
796 - The center of percussion of the homogeneous rod of length L suspended at the top will be__________________?
2L/3
797 - The centre of percussion of a solid cylinder of radius r resting on a horizontal plane will be______________?
797 - The centre of percussion of a solid cylinder of radius r resting on a horizontal plane will be______________?
3r/2
798 - The coefficient of friction depends on_________________?
798 - The coefficient of friction depends on_________________?
nature of surface
799 - The co-efficient of friction depends upon________________?
799 - The co-efficient of friction depends upon________________?
nature of surfaces
800 - The colour of water is expressed in terms of ________
800 - The colour of water is expressed in terms of ________
Platinum cobalt scale
801 - The compressive strength of brittle materials is _________ its tensile strength.
801 - The compressive strength of brittle materials is _________ its tensile strength.
Greater than
802 - The cracks seen on walls are due to _____ failure.
802 - The cracks seen on walls are due to _____ failure.
Shear
803 - The cross sections of the beams of equal length are a circle and a square whose permissible bending stress are same under same maximum bending. The ratio of their flexural weights is,
803 - The cross sections of the beams of equal length are a circle and a square whose permissible bending stress are same under same maximum bending. The ratio of their flexural weights is,
1.118
804 - The curvature of a beam is equal to _____
804 - The curvature of a beam is equal to _____
M/EI
805 - The Cv taken for sharp edged orifice generally is _________
805 - The Cv taken for sharp edged orifice generally is _________
0.98
806 - The cylinder has a tendency to split up along _____________ due to circumferential stress.
806 - The cylinder has a tendency to split up along _____________ due to circumferential stress.
Diameter
807 - The deflection of any rectangular beam simply supported, is
807 - The deflection of any rectangular beam simply supported, is
inversely proportional to the cube of its depth
808 - The depression made in the face of brick during its manufacture is _________
808 - The depression made in the face of brick during its manufacture is _________
Frog
809 - The design compressive strength of concrete is ___________ times of characteristic compressive strength of concrete.
809 - The design compressive strength of concrete is ___________ times of characteristic compressive strength of concrete.
0.466
810 - The development length can be determined easily by _______ test.
810 - The development length can be determined easily by _______ test.
Pull out test
811 - The difference in levels of water in a well before and after pumping is called ________
811 - The difference in levels of water in a well before and after pumping is called ________
Draw down
812 - The dimension of strain is?
812 - The dimension of strain is?
Dimensionless
813 - The distance between the centres of adjacent rivets in the same row, is called
813 - The distance between the centres of adjacent rivets in the same row, is called
pitch
814 - The doubly reinforced beams improve the ______ of the beam in earthquake regions.
814 - The doubly reinforced beams improve the ______ of the beam in earthquake regions.
Ductility
815 - The ductility of a material is __________ to the increase in percentage reduction in an area.
815 - The ductility of a material is __________ to the increase in percentage reduction in an area.
inversely proportional
816 - The economical spacing of roof trusses works out to be _________ span.
816 - The economical spacing of roof trusses works out to be _________ span.
1/3 to 1/5 span
817 - The edges formed by the intersection of plane surfaces of a brick are known as _________
817 - The edges formed by the intersection of plane surfaces of a brick are known as _________
Arises
818 - The effect of ___________ holes is to reduce the strength of connected plates.
818 - The effect of ___________ holes is to reduce the strength of connected plates.
Rivet
819 - The effect of arching a beam, is
819 - The effect of arching a beam, is
to reduce the bending moment throughout
820 - The effective length of column depends upon ________
820 - The effective length of column depends upon ________
end conditions
821 - The efficiency of cylindrical section is the ratio of the strength of joint to the strength of _______________
821 - The efficiency of cylindrical section is the ratio of the strength of joint to the strength of _______________
Solid plate
822 - The effort required to lift a load W on a screw jack with helix angle a and angle of friction
822 - The effort required to lift a load W on a screw jack with helix angle a and angle of friction
Wtan(a + )
823 - The elementary profile of a dam is generally a ________
823 - The elementary profile of a dam is generally a ________
Right angled triangle
824 - The ends of ________ shall be properly anchored.
824 - The ends of ________ shall be properly anchored.
Transverse reinforcement
825 - The energy gradient line is _______ to drop in bed, in an open channel.
825 - The energy gradient line is _______ to drop in bed, in an open channel.
Equal
826 - The estimate of flood can be made by using ____________
826 - The estimate of flood can be made by using ____________
By unit hydrograph method
827 - The factor of safety against overturning should not be less than ______
827 - The factor of safety against overturning should not be less than ______
1.5
828 - The factors that influence rate of hydration is _________
828 - The factors that influence rate of hydration is _________
The fineness of cement
829 - The failing of a very long column is initially by ___________
829 - The failing of a very long column is initially by ___________
Buckling
830 - The field capacity of a soil depends upon _____________ factor.
830 - The field capacity of a soil depends upon _____________ factor.
Porosity of soil
831 - The finished product after burning magnesite is named as ___________
831 - The finished product after burning magnesite is named as ___________
Perillax
832 - The first solar cooker was developed in the year ____________
832 - The first solar cooker was developed in the year ____________
1945
833 - The flexural bond is _________ at the section.
833 - The flexural bond is _________ at the section.
Maximum
834 - The flow of thick oil through a small tube is an example for _________
834 - The flow of thick oil through a small tube is an example for _________
Laminar flow
835 - The flow of water is controlled in hydraulic structures by ____________
835 - The flow of water is controlled in hydraulic structures by ____________
Sluice gates
836 - The following assumption is not true in the theory of pure torsion :
836 - The following assumption is not true in the theory of pure torsion :
All radii get twisted due to torsion.
837 - The forces, which meet at one point, but their lines of action do not lie in a plane, are called______________?
837 - The forces, which meet at one point, but their lines of action do not lie in a plane, are called______________?
non-coplanar concurrent forces
838 - The formation of diagonal cracks at junctions is due to ________
838 - The formation of diagonal cracks at junctions is due to ________
Shear stress
839 - The free board is provided in dams to avoid _______________
839 - The free board is provided in dams to avoid _______________
Overtopping
840 - The frictional resistance is ______ to the surface area of contact.
840 - The frictional resistance is ______ to the surface area of contact.
Directly proportional
841 - The height of the dam = free board + ___________
841 - The height of the dam = free board + ___________
HFL
842 - The highest point on syphon is known as ____
842 - The highest point on syphon is known as ____
Summit
843 - The hinged end is also known as ___________
843 - The hinged end is also known as ___________
Pinned end
844 - The hooks law is valid only for _________
844 - The hooks law is valid only for _________
Uni axial forces
845 - The hoop stress is _____________ along the x axis.
845 - The hoop stress is _____________ along the x axis.
Tensile
846 - The hoop stress is also known as ______
846 - The hoop stress is also known as ______
Circumferential stress
847 - The horizontal platform in between any two flights of a staircase is called ___________
847 - The horizontal platform in between any two flights of a staircase is called ___________
Landing
848 - The hydrostatic pressures on phreatic line are equal to____
848 - The hydrostatic pressures on phreatic line are equal to____
Zero
849 - The inclination of surcharge to the horizontal is called ____________
849 - The inclination of surcharge to the horizontal is called ____________
Surcharge angle
850 - The inclined members carrying compressive loads are ________
850 - The inclined members carrying compressive loads are ________
Strut
851 - The inverse of specific weight of a fluid is __________
851 - The inverse of specific weight of a fluid is __________
Specific Volume
852 - The joints in king post are of ________
852 - The joints in king post are of ________
Mortice and tenon
853 - The land where all the water comes from ___________
853 - The land where all the water comes from ___________
Watershed
854 - The lateral strain is ___________
854 - The lateral strain is ___________
The strain at right angles to the direction of applied load
855 - The law which states that within elastic limits strain produced is proportional to the stress producing it is known as _____________
855 - The law which states that within elastic limits strain produced is proportional to the stress producing it is known as _____________
Hooke’s law
856 - The law which states, "within elastic limits strain produced is proportional to the stress producing it", is known as
856 - The law which states, "within elastic limits strain produced is proportional to the stress producing it", is known as
Hooke's law
857 - The layers of wood wearing thickness from ____________ to __________ is called veneers.
857 - The layers of wood wearing thickness from ____________ to __________ is called veneers.
0.4 to 0.6 mm
858 - The length of a column, having a uniform circular cross-section of 7.5 cm diameter and whose ends are hinged, is 5 m. If the value of E for the material is 2100 tonnes/cm2, the permissible maximum crippling load will be
858 - The length of a column, having a uniform circular cross-section of 7.5 cm diameter and whose ends are hinged, is 5 m. If the value of E for the material is 2100 tonnes/cm2, the permissible maximum crippling load will be
12.88
859 - The length of the staircase between two consecutive landings is called _______
859 - The length of the staircase between two consecutive landings is called _______
Flight
860 - The length, coefficient of thermal expansion and Youngs modulus of bar A are twice of bar B. If the temperature of both bars is increased by the same amount while preventing any expansion, then the ratio of stress developed in bar A to that in bar B will
860 - The length, coefficient of thermal expansion and Youngs modulus of bar A are twice of bar B. If the temperature of both bars is increased by the same amount while preventing any expansion, then the ratio of stress developed in bar A to that in bar B will
4
861 - The length, Young’s modulus and coefficient of thermal expansion of bar P are twice that of bar Q. what will be the ration of stress developed in bar P to that in bar Q if the temperature of both bars is increased by the same amount?
861 - The length, Young’s modulus and coefficient of thermal expansion of bar P are twice that of bar Q. what will be the ration of stress developed in bar P to that in bar Q if the temperature of both bars is increased by the same amount?
4
862 - The limit state corresponding to deflection, cracking and vibrations are _______
862 - The limit state corresponding to deflection, cracking and vibrations are _______
Limit state of serviceability
863 - The limiting gradient for mountainous terrain is ________
863 - The limiting gradient for mountainous terrain is ________
0.06
864 - The longitudinal rise or fall off road surface along its length is _________
864 - The longitudinal rise or fall off road surface along its length is _________
Gradient
865 - The longitudinal stress in the shell is _________
865 - The longitudinal stress in the shell is _________
pd/4t
866 - The longitudinal stress is _____ stress across the section.
866 - The longitudinal stress is _____ stress across the section.
Tensile
867 - The M.I. of hollow circular section about a central axis perpendicular to section as compared to its M.I. about horizontal axis is_________________?
867 - The M.I. of hollow circular section about a central axis perpendicular to section as compared to its M.I. about horizontal axis is_________________?
double
868 - The magnitude of two forces, which when acting at right angle produce resultant force of VlOkg and when acting at 60° produce resultant of Vl3 kg. These forces are____________________?
868 - The magnitude of two forces, which when acting at right angle produce resultant force of VlOkg and when acting at 60° produce resultant of Vl3 kg. These forces are____________________?
V5andV5
869 - The maintenance of the reservoirs, above _____________ Ha comes under irrigation department.
869 - The maintenance of the reservoirs, above _____________ Ha comes under irrigation department.
40
870 - The major losses of energy due to friction are calculated by using _________
870 - The major losses of energy due to friction are calculated by using _________
Chezy’s Equation
871 - The material does not possessing any kind of elastic symmetry, then the material is said to be _______
871 - The material does not possessing any kind of elastic symmetry, then the material is said to be _______
Anisotropic
872 - The material in which large deformation is possible before absolute failure by rupture is called ____________
872 - The material in which large deformation is possible before absolute failure by rupture is called ____________
Ductile
873 - The material(earth) retained by the retaining wall is called as __________
873 - The material(earth) retained by the retaining wall is called as __________
Back fill
874 - The materials which have the same elastic properties in all directions are called __________
874 - The materials which have the same elastic properties in all directions are called __________
Isotropic
875 - The materials which have the same elastic properties in all directions are called __________
875 - The materials which have the same elastic properties in all directions are called __________
Isotropic
876 - The materials which have the same elastic properties in all directions, are called
876 - The materials which have the same elastic properties in all directions, are called
isotropic
877 - The mathematical expression for resilience ‘U’ is __________
877 - The mathematical expression for resilience ‘U’ is __________
U = σ2/2E x volume
878 - The maximum ____ should not exceed the permissible limit to the span of the beam.
878 - The maximum ____ should not exceed the permissible limit to the span of the beam.
Deflection
879 - The maximum _________ stresses occur at top most fibre of a simply supported beam.
879 - The maximum _________ stresses occur at top most fibre of a simply supported beam.
Compressive
880 - The maximum bending moment due to a moving load on a simply supported beam, occurs
880 - The maximum bending moment due to a moving load on a simply supported beam, occurs
under the load
881 - The maximum BM is ______
881 - The maximum BM is ______
90 kNm
882 - The maximum compressive stress at the top of a beam is 1600 kg/cm2 and the corresponding tensile stress at its bottom is 400 kg/cm2 . If the depth of the beam is 10 cm, the neutral axis from the top, is
882 - The maximum compressive stress at the top of a beam is 1600 kg/cm2 and the corresponding tensile stress at its bottom is 400 kg/cm2 . If the depth of the beam is 10 cm, the neutral axis from the top, is
8 cm
883 - The maximum compressive stresses developed at the base of the dam should not exceed permissible ___________ stresses for masonry.
883 - The maximum compressive stresses developed at the base of the dam should not exceed permissible ___________ stresses for masonry.
Compressive
884 - The maximum frictional force which comes into play when a body just begins to slide over another surface is called_____________________?
884 - The maximum frictional force which comes into play when a body just begins to slide over another surface is called_____________________?
limiting friction
885 - The maximum induced ___________ stresses should be within the safe permissible stresses to ensure strength of the beam.
885 - The maximum induced ___________ stresses should be within the safe permissible stresses to ensure strength of the beam.
Bending
886 - The maximum instantaneous extension, produced by an unknown falling weight in a vertical bar of length 3m. what will be the instantaneous stress induced in the vertical bar and the value of unknown weight if E = 200GPa?
886 - The maximum instantaneous extension, produced by an unknown falling weight in a vertical bar of length 3m. what will be the instantaneous stress induced in the vertical bar and the value of unknown weight if E = 200GPa?
140 N/mm^2
887 - The maximum instantaneous extension, produced by an unknown falling weight through a height of 4cm in a vertical bar of length 3m and of cross section area 5cm^2. what will be the instantaneous stress induced in the vertical bar and the value of unknown w
887 - The maximum instantaneous extension, produced by an unknown falling weight through a height of 4cm in a vertical bar of length 3m and of cross section area 5cm^2. what will be the instantaneous stress induced in the vertical bar and the value of unknown w
1745.8 N
888 - The maximum negative bending moment in fixed beam carrying udl occurs at ________
888 - The maximum negative bending moment in fixed beam carrying udl occurs at ________
Supports
889 - The maximum permissible total solid content in water for domestic purposes should not exceed.
889 - The maximum permissible total solid content in water for domestic purposes should not exceed.
500 ppm
890 - The maximum pressure in (kg/cm^2) to which cast iron pipes may be subjected is _________
890 - The maximum pressure in (kg/cm^2) to which cast iron pipes may be subjected is _________
7
891 - The maximum resistance against rotation, is offered by the weld at a point
891 - The maximum resistance against rotation, is offered by the weld at a point
most distant
892 - The maximum shear stress distribution is _____________ percentage more than average shear stress in circular section.
892 - The maximum shear stress distribution is _____________ percentage more than average shear stress in circular section.
0.33
893 - The maximum shear stress in an I section is __________
893 - The maximum shear stress in an I section is __________
F/8I ×[B/b (D^2-d^2)+d^2]
894 - The maximum shear stress in the rectangular section is ______________ times the average shear stress.
894 - The maximum shear stress in the rectangular section is ______________ times the average shear stress.
43526
895 - The maximum shear stress is ______ times the average shear stress [For rectangular beams].
895 - The maximum shear stress is ______ times the average shear stress [For rectangular beams].
1.5
896 - The maximum strain energy stored at elastic limit is __________
896 - The maximum strain energy stored at elastic limit is __________
Proof resilience
897 - The maximum super elevation to be provided is ___
897 - The maximum super elevation to be provided is ___
1 in 15
898 - The maximum twisting moment a shaft can resist, is the product of the permissible shear stress and
898 - The maximum twisting moment a shaft can resist, is the product of the permissible shear stress and
polar modulus
899 - The minimum depth of foundation in all types of soils is _________
899 - The minimum depth of foundation in all types of soils is _________
500mm
900 - The minimum diameter provided for the longitudinal bars is ________
900 - The minimum diameter provided for the longitudinal bars is ________
12 mm
901 - The minimum number of rivets for the connection of a gusset plate, is
901 - The minimum number of rivets for the connection of a gusset plate, is
2
902 - The minimum percentage elongation for mild steel is __________
902 - The minimum percentage elongation for mild steel is __________
0.23
903 - The minimum shear reinforcement is given by Asv/bSv = _______
903 - The minimum shear reinforcement is given by Asv/bSv = _______
0.4 /0.87 fy
904 - The minimum standard height for a construction joint is about ________
904 - The minimum standard height for a construction joint is about ________
1.5 m
905 - The modular ratio for M20 grade concrete is _____________
905 - The modular ratio for M20 grade concrete is _____________
13
906 - The modulus of rigidity and the modulus of elasticity of a material are 80 GPa and 200 GPa. What will be the Poissons ratio of the material?
906 - The modulus of rigidity and the modulus of elasticity of a material are 80 GPa and 200 GPa. What will be the Poissons ratio of the material?
0.25
907 - The moment diagram for a cantilever carrying a concentrated load at its free end, will be
907 - The moment diagram for a cantilever carrying a concentrated load at its free end, will be
triangle
908 - The moment diagram for a cantilever which is subjected to a uniformly distributed load will be a
908 - The moment diagram for a cantilever which is subjected to a uniformly distributed load will be a
parabola
909 - The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a
909 - The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a
rectangle
910 - The moment resisting capacity of the cross section of a beam is termed as ______ of the beam.
910 - The moment resisting capacity of the cross section of a beam is termed as ______ of the beam.
Strength
911 - The moment which resists the external bending is called ______
911 - The moment which resists the external bending is called ______
Moment of resistance
912 - The mortise and tenon are provided in __________ joint.
912 - The mortise and tenon are provided in __________ joint.
Concrete
913 - The most common coagulant is _____________
913 - The most common coagulant is _____________
Alum
914 - The neutral axis of a beam cross-section must
914 - The neutral axis of a beam cross-section must
pass through the centroid of the section
915 - The number of points of contraflexure in a simple supported beam carrying uniformly distributed load, is
915 - The number of points of contraflexure in a simple supported beam carrying uniformly distributed load, is
0
916 - The obstruction or a barrier built across the stream or river is called _____________
916 - The obstruction or a barrier built across the stream or river is called _____________
Dam
917 - The odour of water can be determined by _________
917 - The odour of water can be determined by _________
Osmoscope
918 - The percentage of carbon in structural steel is __________
918 - The percentage of carbon in structural steel is __________
0.2 – 0.27 %
919 - The phenomenon of slow extension of materials having a constant load, I.e. increasing with the time is called
919 - The phenomenon of slow extension of materials having a constant load, I.e. increasing with the time is called
Creeping
920 - The phenomenon of slow extension of materials having constant load, i.e. increasing with the time is called
920 - The phenomenon of slow extension of materials having constant load, i.e. increasing with the time is called
creeping
921 - The phenomenon of slow growth of strain under a steady tensile stress is called ____________
921 - The phenomenon of slow growth of strain under a steady tensile stress is called ____________
Creeping
922 - The phenomenon of slow growth of strain under a steady tensile stress, is called
922 - The phenomenon of slow growth of strain under a steady tensile stress, is called
creeping
923 - The phenomenon under which the strain of material varies under constant stress is known as ________
923 - The phenomenon under which the strain of material varies under constant stress is known as ________
Creep
924 - The pipe extending from a stop cock to the storage tank is called ________
924 - The pipe extending from a stop cock to the storage tank is called ________
Supply pipe
925 - The pitch of the lateral ties shall not be more than the least of the ______________
925 - The pitch of the lateral ties shall not be more than the least of the ______________
300mm
926 - The point at which the total area of a plane figure is asssumed to be concentrated is called ____________
926 - The point at which the total area of a plane figure is asssumed to be concentrated is called ____________
Centroid
927 - The point of contraflexture occurs in
927 - The point of contraflexture occurs in
over hanging beams only
928 - The point through which the whole weight of the body acts is called _____________
928 - The point through which the whole weight of the body acts is called _____________
Center of gravity
929 - The Poisson’s ratio for concrete is __________
929 - The Poisson’s ratio for concrete is __________
0.2
930 - The Poissons ratio of a material is 0.3. what will be the ratio of Youngs modulus to bulk modulus?
930 - The Poissons ratio of a material is 0.3. what will be the ratio of Youngs modulus to bulk modulus?
1.2
931 - The porosity range of sand stone be _________
931 - The porosity range of sand stone be _________
10 – 20 %
932 - The position between the summit and the lower reservoir is known as ___________
932 - The position between the summit and the lower reservoir is known as ___________
Outlet leg
933 - The presence of calcium and magnesium chloride in water causes ___________
933 - The presence of calcium and magnesium chloride in water causes ___________
Softening
934 - The presence of hydrogen sulphide in water causes ________
934 - The presence of hydrogen sulphide in water causes ________
Acidity
935 - The pressure intensity of water at free surface is ________
935 - The pressure intensity of water at free surface is ________
Zero
936 - The process of forming thick gelatinous precipitates is known as ___________
936 - The process of forming thick gelatinous precipitates is known as ___________
Flocculation
937 - The product of inertia at the principal axes is _____________
937 - The product of inertia at the principal axes is _____________
Zero
938 - The property by which a body returns to its original shape after removal of the force is called __________
938 - The property by which a body returns to its original shape after removal of the force is called __________
Elasticity
939 - The property by which a body returns to its original shape after removal of the force, is called
939 - The property by which a body returns to its original shape after removal of the force, is called
elasticity
940 - The property by which an amount of energy is absorbed by material without plastic deformation is called __________
940 - The property by which an amount of energy is absorbed by material without plastic deformation is called __________
Resilience
941 - The property of a material by which it can be beaten or rolled into thin plates is called __________
941 - The property of a material by which it can be beaten or rolled into thin plates is called __________
Malleability
942 - The property of a material by which it can be beaten or rolled into thin plates, is called
942 - The property of a material by which it can be beaten or rolled into thin plates, is called
malleability
943 - The property of a material by which it can be drawn into thin wires is?
943 - The property of a material by which it can be drawn into thin wires is?
Ductility
944 - The property of a material by which it can be drawn to a smaller section, due to tension, is called
944 - The property of a material by which it can be drawn to a smaller section, due to tension, is called
ductility
945 - The radius of gyration of a rectangular section is not proportional to
945 - The radius of gyration of a rectangular section is not proportional to
none of these.
946 - The range of slenderness ratio in dams varies from ________
946 - The range of slenderness ratio in dams varies from ________
12 – 15
947 - The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is
947 - The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is
one-fifth of the base
948 - The rate of change of shear force is equal to _____
948 - The rate of change of shear force is equal to _____
Intensity of loading
949 - The rate of filtration for rapid sand filter is ___________
949 - The rate of filtration for rapid sand filter is ___________
3000 to 6000 lit/hr/m^2
950 - The ratio of A/P is ___________
950 - The ratio of A/P is ___________
Hydraulic radius
951 - The ratio of change in thickness to original thickness is known as ___________
951 - The ratio of change in thickness to original thickness is known as ___________
Lateral strain
952 - The ratio of creep strain to elastic strain is known as ___________
952 - The ratio of creep strain to elastic strain is known as ___________
Creep coefficient
953 - The ratio of hoop stress to maximum shear stress is _________
953 - The ratio of hoop stress to maximum shear stress is _________
4
954 - The ratio of limiting friction and normal reaction is known as_______________?
954 - The ratio of limiting friction and normal reaction is known as_______________?
coefficient of friction
955 - The ratio of maximum deflection of a beam to its ___________ is called stiffness of the beam.
955 - The ratio of maximum deflection of a beam to its ___________ is called stiffness of the beam.
Span
956 - The ratio of maximum load to the unit area is ________
956 - The ratio of maximum load to the unit area is ________
Bearing capacity
957 - The ratio of rise to span of truss is called a ___________
957 - The ratio of rise to span of truss is called a ___________
Pitch
958 - The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known
958 - The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known
slenderness ratio
959 - The ratio of the moment of inertia of a circular plate and that of a square plate for equal depth, is
959 - The ratio of the moment of inertia of a circular plate and that of a square plate for equal depth, is
equal to 3Ï€/16
960 - The ratio of the tensile stress developed in the wall of a boiler in the circumferential direction to the tensile stress in the axial direction, is
960 - The ratio of the tensile stress developed in the wall of a boiler in the circumferential direction to the tensile stress in the axial direction, is
2
961 - The ratio of the volume of voids to the volume of given soil mass is __________
961 - The ratio of the volume of voids to the volume of given soil mass is __________
Porosity
962 - The ratio of the yield of water from a rapid sand filter is __________
962 - The ratio of the yield of water from a rapid sand filter is __________
30
963 - The reaction at the supports will be vertical to the plane of the support if the frame structure rests on
963 - The reaction at the supports will be vertical to the plane of the support if the frame structure rests on
all the above.
964 - The region of the cross-section of a column in which compressive load may be applied without producing any tensile stress, is known as the core of the cross-section. In circular columns the radius of the core, is
964 - The region of the cross-section of a column in which compressive load may be applied without producing any tensile stress, is known as the core of the cross-section. In circular columns the radius of the core, is
one-quarter of the radius
965 - The relation between slope and maximum bending moment is _________
965 - The relation between slope and maximum bending moment is _________
Inversely proportion
966 - The relationship between Youngs modulus E, bulk modulus K if the value of Poissons ratio is unity will be __________
966 - The relationship between Youngs modulus E, bulk modulus K if the value of Poissons ratio is unity will be __________
E = -3K
967 - The relative change in position is called ______________
967 - The relative change in position is called ______________
Motion
968 - The relative change in position is called ______________
968 - The relative change in position is called ______________
Motion
969 - The resolved part of the resultant of two forces inclined at an angle 9 in a given direction is equal to__________________?
969 - The resolved part of the resultant of two forces inclined at an angle 9 in a given direction is equal to__________________?
the algebraic sum of the resolved parts of the forces in the given direction
970 - The resultant of the following three couples 20 kg force, 0.5 m arm, $ ve sense 30 kg force, 1 m arm, – ve sense 40 kg force, 0.25 m arm, + ve sense having arm of 0.5 m will be_________________?
970 - The resultant of the following three couples 20 kg force, 0.5 m arm, $ ve sense 30 kg force, 1 m arm, – ve sense 40 kg force, 0.25 m arm, + ve sense having arm of 0.5 m will be_________________?
20 kg, – ve sense
971 - The safe stress for a hollow steel column which carries an axial load of 2100 kN is 125 MN/m^2. if the external diameter of the column is 30cm, what will be the internal diameter?
971 - The safe stress for a hollow steel column which carries an axial load of 2100 kN is 125 MN/m^2. if the external diameter of the column is 30cm, what will be the internal diameter?
26.19cm
972 - The section modulus of a rectangular light beam 25 metres long is 12.500 cm3. The beam is simply supported at its ends and carries a longitudinal axial tensile load of 10 tonnes in addition to a point load of 4 tonnes at the centre. The maximum stress in
972 - The section modulus of a rectangular light beam 25 metres long is 12.500 cm3. The beam is simply supported at its ends and carries a longitudinal axial tensile load of 10 tonnes in addition to a point load of 4 tonnes at the centre. The maximum stress in
26.67 kg/cm2 tensile
973 - The section modulus of a rectangular section is proportional to
973 - The section modulus of a rectangular section is proportional to
area of the section
974 - The section which has a minimum cross sectional are in a flow is known as _______
974 - The section which has a minimum cross sectional are in a flow is known as _______
Vena contracta
975 - The series of connected lines is known as ____________
975 - The series of connected lines is known as ____________
Traversing
976 - The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
976 - The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
parabolic
977 - The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always
977 - The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always
cubical
978 - The shape of the bending moment diagram over the length of a beam, having no external load, is always
978 - The shape of the bending moment diagram over the length of a beam, having no external load, is always
linear
979 - The shear force in a beam subjected to pure positive bending is _____
979 - The shear force in a beam subjected to pure positive bending is _____
Zero
980 - The shear force on a simply supported beam is proportional to
980 - The shear force on a simply supported beam is proportional to
algebraic sum of the transverse forces of the section
981 - The shear resistance of bent up bars shall not exceed __________ the total shear to be resisted.
981 - The shear resistance of bent up bars shall not exceed __________ the total shear to be resisted.
0.5
982 - The shear stress at any section of a shaft is maximum
982 - The shear stress at any section of a shaft is maximum
at the top of the surface
983 - The shear to be resisted by shear reinforcement is given by ___________
983 - The shear to be resisted by shear reinforcement is given by ___________
Vus = Vu – Vuc
984 - The sheet of water flowing through a notch is called ________
984 - The sheet of water flowing through a notch is called ________
Nappe
985 - The side slopes depend on ____________ conditions of a proposed dam.
985 - The side slopes depend on ____________ conditions of a proposed dam.
Character of material
986 - The size of frog in bricks is ___________
986 - The size of frog in bricks is ___________
10×4×1 cm
987 - The slabs whose corners are prevented from lifting are known as _________
987 - The slabs whose corners are prevented from lifting are known as _________
restrained
988 - The slenderness ratio is ________ to critical stress.
988 - The slenderness ratio is ________ to critical stress.
Inversely proportional
989 - The slenderness ratio is the ratio of effective length to least ______________
989 - The slenderness ratio is the ratio of effective length to least ______________
Radius of gyration
990 - The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length, is
990 - The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length, is
416
991 - The slenderness ratio of a vertical column of square cross- section of 10 cm side and 500 cm long, is
991 - The slenderness ratio of a vertical column of square cross- section of 10 cm side and 500 cm long, is
173.2
992 - The slope is denoted by _______
992 - The slope is denoted by _______
i
993 - The slope of the stress-strain curve in the elastic deformation region is ____________
993 - The slope of the stress-strain curve in the elastic deformation region is ____________
Elastic modulus
994 - The specific gravity of sand is __________
994 - The specific gravity of sand is __________
2.65
995 - The standard __________ are provided in deformed bars.
995 - The standard __________ are provided in deformed bars.
Bends
996 - The steel plate is bent into a circular path of radius 10 metres. If the plate section be 120 mm wide and 20 mm thick, then calculate the maximum bending stress. [Consider Young’s modulus = 200000 N/mm^2].
996 - The steel plate is bent into a circular path of radius 10 metres. If the plate section be 120 mm wide and 20 mm thick, then calculate the maximum bending stress. [Consider Young’s modulus = 200000 N/mm^2].
200 N/mm^2
997 - The step of non uniform width is called ________
997 - The step of non uniform width is called ________
Winder
998 - The step with one or both ends rounded is known as _________
998 - The step with one or both ends rounded is known as _________
Bull nose step
999 - The strain energy in a member is proportional to __________
999 - The strain energy in a member is proportional to __________
Product of strain and Young’s modulus of the material
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