GATE CE 1997 | GATE CE Year Wise Previous Years Questions

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

For the frame shown in the Fig. the maximum bending moment in the column is, GATE CE 1997 Structural Analysis - Moment Distribution Method Question 9 English

GATE CE 1997 Structural Analysis - Moment Distribution Method Question 9 English

Zero

$$400$$ $$kN$$-$$m$$

$$100$$ $$kN$$-$$m$$

$$200$$ $$kN$$-$$m$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is

$$ - W{L^2}/8$$

$$ W{L^2}/2$$

$$ W{L^2}/12$$

$$ W{L^2}/824$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

The force in the member $$DE$$ of the truss shown in the fig. is, GATE CE 1997 Structural Analysis - Truss Question 4 English

$$100.0$$ $$kN$$

Zero

$$35.5$$ $$kN$$

$$25.0$$ $$kN$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

The order for the flexibility matrix for a structure is,

equal to the number of redundant forces

more than the number of redundant forces

less than the number of redundant forces

equal to the number of redundant forces plus three

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2018