Related Questions

"The moment to bridge the chasms that divide us has come." What is meant by 'to bridge the chasms'?
ক to save people
খ to mitigate sufferings
গ to reduce difference between black and white people
ঘ to remove pauperism
The moment to bridge the chasms that divide us has come. Here the underlined word means-
ক Hollowness
খ Cleft
গ Dept
ঘ Joint
When a shaft is subjected to combined twisting moment (T) and bending moment (M), then the equivalent twisting moment is equal to
ক $$\frac{1}{2}\sqrt {{{\text{M}}^2} + {{\text{T}}^2}} $$
খ $$\sqrt {{{\text{M}}^2} + {{\text{T}}^2}} $$
গ $$\frac{1}{2}\left( {{\text{M}} + \sqrt {{{\text{M}}^2} + {{\text{T}}^2}} } \right)$$
ঘ $${\text{M}} + \sqrt {{{\text{M}}^2} + {{\text{T}}^2}} $$
The Timariots Governors and the Revenue Contractors, on their part reason in this manner: "Why should the neglected state of this land create uneasiness in our minds and why should we expend our money and time to render it fruitful? We may be deprived of it in a single moment, and our exertions would benefit neither ourselves nor our children." This statement was made by
ক Monserrate
খ Tavernier
গ Manrique
ঘ Bernier
In order to have a connecting rod equally strong in buckling about X-axis and Y-axis, the moment of inertia about X-axis should be __________ the moment of inertia about Y-axis.
ক Equal to
খ Twice
গ Three times
ঘ Four times
For a given stress, the ratio of moment of resistance of a beam of square cross-section when placed with its two sides horizontal to the moment of resistance with its diagonal horizontal, is
ক $$\frac{1}{2}$$
খ 1
গ $$\frac{1}{{\sqrt 2 }}$$
ঘ $$\sqrt 2 $$
Mass moment of inertia of a thin rod about its one end is ___________ the mass moment of inertia of the same rod about its mid-point
ক Same as
খ Twice
গ Thrice
ঘ Four times
The yield moment of a cross section is defined as the moment that will just produce the yield stress in
ক The outer most fibre of the section
খ The inner most fibre of the section
গ The neutral fibre of the section
ঘ The fibre everywhere
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than
ক $$\frac{{{\text{WL}}}}{{12}}{\left( {{\text{L}} - \frac{{2{\text{D}}}}{3}} \right)^2}$$
খ $$\frac{{{\text{WL}}}}{{10}}{\left( {{\text{L}} + \frac{{2{\text{D}}}}{3}} \right)^2}$$
গ $$\frac{{{\text{WL}}}}{{10}}{\left( {{\text{L}} - \frac{{2{\text{D}}}}{3}} \right)^2}$$
ঘ $$\frac{{{\text{WL}}}}{{12}}{\left( {{\text{L}} - \frac{{\text{D}}}{3}} \right)^2}$$
In moment resistant connections, the moment resistance of riveted connection depends upon
ক Shear in rivets
খ Compression in rivets
গ Tension in rivets
ঘ Strength of rivets in bearing

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