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## GATE CE 2013

Exam Held on Thu Jan 01 1970 00:00:00 GMT+0000 (Coordinated Universal Time)
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## GATE CE

What is the minimum number of multiplications involved in computing the matrix p...
The solution $$\int\limits_0^{\pi /4} {{{\cos }^4}3\theta {{\sin }^3}\,6\theta d... Find the value of$$\lambda $$such that the function$$f(x)$$is a valid probab... There is no value of$$x$$that can simultaneously satisfy both the given equati... In its natural condition, a soil sample has a mass of 1.980 kg and a volume of 0... A 1-hour rainfall of 10 cm has a return period of 50 years. The probability that... An isohyet is a line joining points of The transplantation of rice requires 10 days and total depth of water required d... Maximum possible value of compaction factor for fresh (green) concrete is As per$$IS456:2000$$for$$M20$$grade concrete and plain barsin tension t... The creep strains are A rectangular concrete beam$$250mm$$wide and$$600mm$$deep is pre-s... Two steel columns$$P$$(Length$$L$$and yield strength$${f_y} = 250\,\,MPa$$)... A symmetric$${\rm I}$$-section (with width of each flange$$=50mm$$, thick... The state of$$2D$$-stress at a point is given by the following matrix of stress... A uniform beam weighing$$1800N$$is supported at$$E$$and$$F$$by cable ... A symmetric$${\rm I}$$-section (with width of each flange$$=50mm$$, thickness ... The ‘'plane section remains plane’' assumption in bending theory implies: Two steel columns$$P$$(Length$$L$$and yield strength$${f_y} = 250\,\,MPa)$$... Beam$$PQRS$$has internal hinges in span$$PQ$$and$$RS$$as shown. The beam m... A uniform beam ($$EI=$$constant)$$PQ$$in the form of a quarter-circle of radi... All members in the rigid-jointed frame shown are prismatic and have the same fle... As per$$IS800:2007 the cross-section in which the extreme fiber can reac...
A propped cantilever made of a prismatic steel beam is subjected to a concentrat...
A propped cantilever made of a prismatic steel beam is subjected to a concentrat...
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