GATE CE 1993 | GATE CE Year Wise Previous Years Questions

GATE CE 1993

Fill in the Blanks

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Given the differential equation $${y^1} = x - y$$ with initial condition $$y(0)=0.$$ The value of $$y(0.1)$$ calculated numerically upto the third place of decimal by the $${2^{nd}}$$ order Runge-Kutta method with step size $$h=0.1$$ is

GATE CE 1993

MCQ (Single Correct Answer)

-0.3

The factored loads at the limit state of collapse for DL + LL, DL + WL, and DL + LL + WL combinations, according to IS: 456 - 2000 are respectively

1.5 DL + 1.5 LL, 1.2 DL + 1.2 WL, 1.5 DL + 1.5 LL + 1.5 WL

{0.9 or 1.5) DL + 1.5 LL, 1.5 DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL

1.2 DL + 1.2 LL, 1.5 DL + 1.5 WL, 1.5 DL + 1.5 LL + 1.5 WL

1.5 DL + 1.5 LL, (0.9 or 1.5) DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL

GATE CE 1993

MCQ (Single Correct Answer)

-0.6

Interaction diagram of a rectangular reinforced concrete beam-column is shown in Fig. with reference to this figure, which of the following statements in $$(a)$$ and in $$(b)$$ below are correct? GATE CE 1993 Reinforced Cement Concrete - Limit State of Collapse Compression Question 1 English

GATE CE 1993 Reinforced Cement Concrete - Limit State of Collapse Compression Question 1 English

$$PQ$$ corresponds to the primary tension failure range

$$QR$$ corresponds to the primary tension failure range

$$QR$$ corresponds to the primary compression failure range

$$PQ$$ corresponds to the range of increase in axial force capacity with increase in bending moment capacity

GATE CE 1993

MCQ (Single Correct Answer)

-0.6

GATE CE 1993 Reinforced Cement Concrete - Limit State of Collapse Compression Question 2 English

Point $$Q$$ represents balanced failure

Point $$R$$ represents balanced failure

Point $$P$$ represents balanced failure

Point $$Q$$ represents balanced failure under maximum eccentric compression

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2018