3. For the structure carrying a uniform load of 4 kN/ m, compute the internal axial force, shear force, and Answer: Vc = 2 kN, Mc = 4 kNm, Nc = 24 kN bending moment at point C in the beam. 4 kN/ m |C B 3 m 2 m -2 m 2 m

3. For the structure carrying a uniform load of 4 kN/ m, compute the internal axial force, shear force, and Answer: Vc = 2 kN, Mc = 4 kNm, Nc = 24 kN bending moment at point C in the beam. 4 kN/ m |C B 3 m 2 m -2 m 2 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.22P: Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...

See similar textbooks

Related questions

Q: Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear…

Q: 4.34 ft Support Reactions The force reaction at A is lb (take up as positive). The couple moment…

Q: 3. A beam ABC is 36 m in length and is supported at A and B, 24m apart. the beam carries a load of…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

Q: The 8 m long cantilever beam shown in the figure below carries a uniformly distributed load of 10…

Q: Part 4 Your answer is partially correct. Use your shear-force and bending-moment diagrams to…

A: Since the value of the support reaction is known, Also, the location of the maximum moment is known,

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

Q: 2 kip/ft -5 ft Α-Ω 5 ft 30 kip-ft -5 ft B (a) Derive expressions for V(x) and M(x) in each section…

Q: ns are a = 4.0 m and b = D

Q: Draw the shear and bending moment diagram for the loaded bean shown below.

Q: A fixed beam of length 3 m is subjected to the distributed load shown above. (A) state the reaction…

A: The support reactions, the maximum shear force and bending moment, and draw the shear force and…

Q: A LAB B W L LBC 10 C -X

A: GivenP=8kNw=24 kN/ma=1mb=5.5m

Q: Draw a FBD of section CD. Do not solve the rest of the problem

Q: The 1.5-in diameter solid steel shaft is simply supported at the ends. Two Pulleys are keyed to the…

Q: D E= 200000 MPa (Beam and rod) Steel cable o = 28 mm 1400 8.4 KN/m I=44.5 x 10° mm B 3400 3400

A: Beam loaded with uniformly distributed load produces variable shear force and bending moment. To…

Q: Suppose that w = 0.2 kN/m and F = 1.5 kN in (Figure 1). A is a fixed support. Figure < Previous 6 m.…

Q: Plot the Shear and Bending moment diagrams for the following. Use Singularity Functions to Solve the…

A: Given :Draw the free-body diagram of part OAB.

Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

100%

3. For the structure carrying a uniform load of 4 kN/ m, compute the internal axial force, shear force, and
Answer: Vc = 2 kN, Mc = 4 kNm, Nc = 24 kN
bending moment at point C in the beam.
4 kN/ m
|C
B
3 m
2 m
-2 m
2 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V and M in terms of peak load intensity q0and beam length variable L. Repeat for structure (b) but find Fand M at m id-span of member BC.
At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure. Determine the bending moment at the midpoint of the bow.
Find expressions for shear force V and moment M at x = x0of beam AB in terms of peak load intensity q0and beam length variable L. Let x0= L/2.
Find support reactions at A and D and then calculate the axial force N. shear force 1 and bending moment 11 at mid-span of column BD. Let L = 4 m, q0 = 160N/m, P = 200N, and M0= 380 N .m.
The Z-section of Example D-7 is subjected to M = 5 kN · m, as shown. Determine the orientation of the neutral axis and calculate the maximum tensile stress c1and maximum compressive stress ocin the beam. Use the following numerical data: height; = 200 mm, width ft = 90 mm, constant thickness a = 15 mm, and B = 19.2e. Use = 32.6 × 106 mm4 and I2= 2.4 × 10e mm4 from Example D-7
A simply supported beam ABC is loaded at the end of a bracket BDE (see figure). Draw axial-force, shear-force, and bending-moment diagrams for ABC.
Figure Q2 shows the cross section of a beam. The beam is simply supported over a span of 6 m and carries a vertical point load of 40 kN acting at its mid-span. Calculate The position of the horizontal centroidal axis of the cross-section from its bottom. The second moment area of the cross-section about the horizontal centroidal axis The maximum shear load per unit length (metre) at the lower surface of the top flange
Draw the FBD and show all the forces Calculate force for weight (W) gl=32.174 ft/s^2 Determine summation of forces in Y direction and X direction and set=0 Determine summation of moments with respect to point A and set=0
The beam shown in (Figure 1) weighs 320 lb/ft . Determine the magnitude of the internal normal force at point C. Determine the magnitude of the internal shear force at point C. Determine the magnitude of the internal moment at point C.
A uniform wind load of q = 0.2 kN/m? acts on the billboard with dimensions of b = 1.5 m and a = 1 m. The allowable normal stress is oalow = 140 MPa, c = 0.5 m for the circular cross section panel pole. Draw the shear force, bending moment and torsional moment diagrams for the panel pole. a) Calculate the cross-section diameter d, using the maximum shear stress (Tresca) criterion. b) Calculate the cross-section diameter d, using the maximum distortional energy (von Mises) criterion. SOLUTION kesit
3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points within the diagrams.