SSC JE Civil Engineering 25th Jan 2018 Shift-2

Instructions

For the following questions answer them individually

Question 151

A riveted joint may experience

Video Solution

Question 152

The maximum axial load which is just sufficient to keep a column in a small
deflected shape is called

Video Solution

Question 153

Slenderness ratio of a compression member is

Video Solution

Question 154

Pick up the correct statement from the following

Video Solution

Question 155

The thickness t of a single flat lacing should not be less than

Video Solution

Question 156

To keep the intensity of bearing pressure between the column base and concrete
compressive and to vary from zero to 2P/BL, the ratio of the moment M
to the axial load P should be

Video Solution

Question 157

IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying
calculated shear stress through a packing greater than 6 mm thick, is to be
increased by 2.5% for every

Video Solution

Question 158

The moment of the couple set up in a section of a beam by the longitudinal
compressive and tensile force is known as

Video Solution

Question 159

The deflection of beams may be decreased by

Video Solution

Question 160

To the calculated area of cover plates of a built-up beam, an allowance for rivet
holes to be added is

Video Solution

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SSC JE Civil Engineering 25th Jan 2018 Shift-2

SSC JE Civil Engineering 25th Jan 2018 Shift-2

A riveted joint may experience

The maximum axial load which is just sufficient to keep a column in a smalldeflected shape is called

Slenderness ratio of a compression member is

Pick up the correct statement from the following

The thickness t of a single flat lacing should not be less than

To keep the intensity of bearing pressure between the column base and concretecompressive and to vary from zero to 2P/BL, the ratio of the moment Mto the axial load P should be

IS : 800 - 1971 recommends that in a splice plate the number of rivets carryingcalculated shear stress through a packing greater than 6 mm thick, is to beincreased by 2.5% for every

The moment of the couple set up in a section of a beam by the longitudinalcompressive and tensile force is known as

The deflection of beams may be decreased by

To the calculated area of cover plates of a built-up beam, an allowance for rivetholes to be added is

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SSC Quant Questions | SSC Quantitative Ability

SSC DILR Questions | LRDI Questions For SSC

SSC Verbal Ability Questions | VARC Questions For SSC

The maximum axial load which is just sufficient to keep a column in a small
deflected shape is called

To keep the intensity of bearing pressure between the column base and concrete
compressive and to vary from zero to 2P/BL, the ratio of the moment M
to the axial load P should be

IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying
calculated shear stress through a packing greater than 6 mm thick, is to be
increased by 2.5% for every

The moment of the couple set up in a section of a beam by the longitudinal
compressive and tensile force is known as

To the calculated area of cover plates of a built-up beam, an allowance for rivet
holes to be added is