Concept explainers
Find the moment of inertia
Answer to Problem 9.20P
The moment of inertia
Explanation of Solution
Given information:
The equation of the upper segment is
The equation of the lower curve is
Calculation:
Show the subject area with vertical differential strip element as Figure 1.
Consider the curve equation as
Apply the boundary condition at
Condition 1:
At
Since
Condition 2:
At
Substitute
Consider the upper curve equation
Apply the boundary condition at
Condition 1:
At
Condition 2:
At
Subtract the equation (1) and (2).
Substitute
Rewrite the lower equation.
Substitute
Rewrite the upper equation.
Substitute
Calculate the area of the given figure (A) using the formula:
Substitute
Calculate the moment of inertia about y axis using the formula:
Substitute
Take
Differentiate the u equation with respect to x.
Take
Integrate the above equation with respect to x.
Consider the second term from the equation (3).
Integrate the above equation by UV method with respect to x.
Substitute
Since
Substitute
Calculate the radius of gyration
Substitute
Therefore, the moment of inertia
Want to see more full solutions like this?
Chapter 9 Solutions
Vector Mechanics for Engineers: Statics, 11th Edition
- Given answers to be: i) 14.65 kN; 6.16 kN; 8.46 kN ii) 8.63 kN; 9.88 kN iii) Bearing 6315 for B1 & B2, or Bearing 6215 for B1arrow_forward(b) A steel 'hot rolled structural hollow section' column of length 5.75 m, has the cross-section shown in Figure Q.5(b) and supports a load of 750 kN. During service, it is subjected to axial compression loading where one end of the column is effectively restrained in position and direction (fixed) and the other is effectively held in position but not in direction (pinned). i) Given that the steel has a design strength of 275 MN/m², determine the load factor for the structural member based upon the BS5950 design approach using Datasheet Q.5(b). [11] ii) Determine the axial load that can be supported by the column using the Rankine-Gordon formula, given that the yield strength of the material is 280 MN/m² and the constant *a* is 1/30000. [6] 300 600 2-300 mm wide x 5 mm thick plates. Figure Q.5(b) L=5.75m Pinned Fixedarrow_forwardHelp ارجو مساعدتي في حل هذا السؤالarrow_forward
- Q10) Body A weighs 600 lb contact with smooth surfaces at D and E. Determine the tension in the cord and the forces acting on C on member BD, also calculate the reaction at B and F. Cable 6' 3' wwwarrow_forwardHelp ارجو مساعدتي في حل هذا السؤالarrow_forwardQ3: Find the resultant of the force system.arrow_forward
- Question 1 A three-blade propeller of a diameter of 2 m has an activity factor AF of 200 and its ratio of static thrust coefficient to static torque coefficient is 10. The propeller's integrated lift coefficient is 0.3.arrow_forward(L=6847 mm, q = 5331 N/mm, M = 1408549 N.mm, and El = 8.6 x 1014 N. mm²) X A ΕΙ B L Y Marrow_forwardCalculate the maximum shear stress Tmax at the selected element within the wall (Fig. Q3) if T = 26.7 KN.m, P = 23.6 MPa, t = 2.2 mm, R = 2 m. The following choices are provided in units of MPa and rounded to three decimal places. Select one: ○ 1.2681.818 O 2. 25745.455 O 3. 17163.636 O 4. 10727.273 ○ 5.5363.636arrow_forward
- Elements Of ElectromagneticsMechanical EngineeringISBN:9780190698614Author:Sadiku, Matthew N. O.Publisher:Oxford University PressMechanics of Materials (10th Edition)Mechanical EngineeringISBN:9780134319650Author:Russell C. HibbelerPublisher:PEARSONThermodynamics: An Engineering ApproachMechanical EngineeringISBN:9781259822674Author:Yunus A. Cengel Dr., Michael A. BolesPublisher:McGraw-Hill Education
- Control Systems EngineeringMechanical EngineeringISBN:9781118170519Author:Norman S. NisePublisher:WILEYMechanics of Materials (MindTap Course List)Mechanical EngineeringISBN:9781337093347Author:Barry J. Goodno, James M. GerePublisher:Cengage LearningEngineering Mechanics: StaticsMechanical EngineeringISBN:9781118807330Author:James L. Meriam, L. G. Kraige, J. N. BoltonPublisher:WILEY