Concept explainers
A cylindrical cast-iron casting has an axial bole extending partway through the casting, as shown. Locate the center of gravity of the casting.
The location of the center of gravity of the casting.
Answer to Problem 7.1P
Explanation of Solution
Given information:
Given a cylindrical cast iron casting having an axial hole extending pathway through the casting.
The centroid of a body can be found with two axes taken into consideration. As, the given figure is symmetrical about X-axis, so the centroid must lie on the X-axis. Now, by calculating the weight of the given member with reference to densities taken from U S Customary codes for typical average properties of some common materials. Thereby, in reference to the codes the weight of cast iron is taken as
Calculation:
Let W1the weight of the whole cylinder and W2 the weight of the empty space considering its density same as that of the cast iron.
Now we have,
Conclusion:
Therefore, the location of center of gravity of the casting is
Want to see more full solutions like this?
Chapter 7 Solutions
Applied Statics and Strength of Materials (6th Edition)
Additional Engineering Textbook Solutions
Starting Out with Java: From Control Structures through Objects (7th Edition) (What's New in Computer Science)
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Modern Database Management
Introduction To Programming Using Visual Basic (11th Edition)
Starting Out With Visual Basic (8th Edition)
Starting Out with Programming Logic and Design (5th Edition) (What's New in Computer Science)
- Solve step by steparrow_forwardAn element in plane stress is subjected to stresses ☐ x, y, and xx (see figure). Using Mohr's circle: a) Determine the principal stresses and the maximum in-plane shear stress acting at the point. b) Show these stresses in an appropriate sketch 12 MPa 27 MPa T 60 MPaarrow_forward5 kN-m A beam with an inverted tee-shaped cross section is subjected to positive bending mo- ments of M₂ = 5 kN-m. The cross-sectional dimensions of the beam are shown below. 10 mm Determine: (a) the centroid location, the moment of inertia about the z axis, 40 mm 5 kN-m K 150 mm H 15 mm 120 mm (b) the bending stress at points H and K. ans: 17.83mPa (c) the maximum bending stress produced in the cross section.arrow_forward
- EXAMPLE 6.4 Draw the shear and moment diagrams for the beam shown in Fig. 6-7a. 15 kN 80 kN·m -5 m B -5 m (a) 5 kN/m Darrow_forward2) A short rectangular post supports compressive loads of P- 175 kN and Q-90 kN, as shown in the figure below. A top view of the post showing the locations where loads P and Q are applied to the top of the post is also given. Determine the vertical normal stresses at corners a, b, c, and d of the post. P=175 kN Q=90 kN 160 mm 120 mm b 40 mm 160 mm a x d 60 mm 40 mmarrow_forwardFor the beam shown below: Find the equation for the shear force as function of x, V(x), along the x domains A-B (0 ≤ x ≤ 5 m) and B-C (5 m sxs 10 m), and draw the shear diagram for the beam. For each step, draw the associated free body diagram and indicate the equations of equilibrium used. Upload your answers in PDF. 2.5 m 15 kN 5 kN/m 80 kN·m Upload your D B 5m- ―5 marrow_forward
- Q What is Theories of Brittle failure? Q, what do you mean for each of what's Coming? utں وہی رہیں > Tyiled , Puc > Sut, So, KP, Kt, q When to use this law. N= Out Ouc * Ouc 1 -Out (01+0₂) I'm a mechanical engineering student. I don't understand What is the difference ductile materials. between Brittle andarrow_forwardQ2. (30 Marks) For the following figure: 1. Read the tolerances (GD&T) from the figure? 2. Write the Opitz code (5 digits only) for this product? 3. Write few points about point cloud? And how it can be used to inspect the geometry of products? 4. Draw sketch (free hand) to the top view of the figure below? (()) 5. For the symbol below the figure, what does it means? () will jo الهندسي 08±0.01 A 020±0.01 00.02MAM BM 010±0.01 00.02MAM ماذا يعني هذا Barrow_forwardQ: Find the steady-state response of the system shown in the figure below. Pulley, mass moment of inertia Jo 寻 k2 00000 For the following data: Fo sin of m 00000 uu x(t) w FO JO r m C k2 [Rad/s] [N] kg-m [cm] [Kg] [N.s/m] [N/m] kl [N/m] 28 58 1.8 13 18 540 540 1080arrow_forward
- International Edition---engineering Mechanics: St...Mechanical EngineeringISBN:9781305501607Author:Andrew Pytel And Jaan KiusalaasPublisher:CENGAGE L