Statics Formula Sheet

Statics Formula Sheet

Assessment

Interactive Video

Physics, Science, Engineering

University

Hard

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This video tutorial covers key concepts in a first-year statics course, including static equilibrium, reaction forces, trusses, centroids, second moment of area, distributed loads, and shear forces. It explains the principles of static equilibrium, different types of support reactions, methods to find internal forces in trusses, and how to calculate centroids and the second moment of area. The tutorial also discusses distributed loads and their impact on shear forces and bending moments in beams.

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7 questions

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1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the condition for a body to be in static equilibrium?

The sum of forces is greater than zero.

The sum of moments is less than zero.

The sum of forces and moments is zero.

The sum of forces is equal to the sum of moments.

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which type of support allows rotation but prevents movement?

Cantilevered support

Fixed support

Roller support

Pin support

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

In the method of joints, which equation is primarily used to find internal forces?

Sum of energies equals zero

Sum of displacements equals zero

Sum of forces equals zero

Sum of moments equals zero

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is a centroid in the context of geometry?

The point of maximum area

The geometric center of a shape

The point of minimum area

The center of mass

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

How is the second moment of area about the X-axis calculated using the parallel axis theorem?

IX = IX bar * ADX squared

IX = IX bar - ADX squared

IX = IX bar / ADX squared

IX = IX bar + ADX squared

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What does the Greek letter Omega represent in the context of distributed loads?

Force per unit length

Force per unit time

Force per unit area

Force per unit volume

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the convention for the direction of internal shear force V in a beam?

Always facing left

Always facing upwards

Always facing downwards

Always facing right