Question

For the planar structures shown in the figures, find the reactions and determine the axial forces $P$, the shears $V$, and the bending moments $M$ caused by the applied loads at sections $a-a, b-b$, etc. as specified. Magnitude and sense of calculated quantities should be shown on separate free-body diagrams. For simplicity, assume that members can be represented by lines. When sections such as $a-a$ and $b-b$ are shown close together, one section is just to the left of a given dimension and the other is just to the right. (DIAGRAM CAN'T COPY)

   For the planar structures shown in the figures, find the reactions and determine the axial forces $P$, the shears $V$, and the bending moments $M$ caused by the applied loads at sections $a-a, b-b$, etc.
as specified. Magnitude and sense of calculated quantities should be shown on separate free-body diagrams. For simplicity, assume that members can be represented by lines. When sections such as $a-a$ and $b-b$ are shown close together, one section is just to the left of a given dimension and the other is just to the right.
(DIAGRAM CAN'T COPY)
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Engineering Mechanics of Solids
Engineering Mechanics of Solids
Egor P. Popov 1st Edition
Chapter 5, Problem 11 ↓

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Begin by carefully examining the given planar structures and noting all applied loads, supports, and dimensions. Label the members and the points where loads are applied.  Show more…

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For the planar structures shown in the figures, find the reactions and determine the axial forces $P$, the shears $V$, and the bending moments $M$ caused by the applied loads at sections $a-a, b-b$, etc. as specified. Magnitude and sense of calculated quantities should be shown on separate free-body diagrams. For simplicity, assume that members can be represented by lines. When sections such as $a-a$ and $b-b$ are shown close together, one section is just to the left of a given dimension and the other is just to the right. (DIAGRAM CAN'T COPY)
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Key Concepts

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Section Cut Method
The section cut method involves ‘cutting’ through a structure or member at strategic locations to expose the internal forces and moments. By isolating a segment of the structure and applying equilibrium equations to this free-body diagram, engineers can determine the axial force, shear force, and bending moment within that section.
Bending Moment
A bending moment is the internal moment that induces bending of a structural member due to forces applied at a distance from the point of interest. It is calculated as the product of the applied force and its distance from the section under consideration, and it is fundamental to understanding beam deflections and stresses.
Shear Force
Shear force is the internal force that acts perpendicular to the axis of a structural member. It results from loads that tend to cause one segment of a structure to slide relative to an adjacent segment, and its distribution along the length is critical for evaluating the structure’s stability and integrity.
Equilibrium Equations
Equilibrium equations are mathematical expressions derived from Newton’s laws that state the sum of forces in all directions and the sum of moments about any point in a static system must be zero. These equations, typically split into horizontal, vertical, and rotational components, form the basis for solving for reactions and internal forces in structures.
Free-Body Diagram
A free-body diagram is a simplified representation used in structural analysis that isolates a section or entire structure to depict all the external forces, reaction forces, and applied loads acting on it. This tool is essential for setting up the equilibrium equations needed to solve for unknown forces and moments.
Axial Force
Axial force is the internal force distributed along the axis of a structural member. It causes members to either elongate (tension) or shorten (compression), and it is determined by analyzing the portion of a structure subjected to loads that are directed along its length.

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Referring to the beam shown in Figure 1, do the following: a) Find the reactions at the supports. b) Draw the shear force and bending moment diagrams, indicating the locations and values of the maximum shear and the maximum bending moment. c) Assuming that the cross section of the beam is the section shown in Figure 2, find the maximum compressive and tensile bending stresses in the section and indicate where they occur. d) Assuming now that the cross section of the beam is the section shown in Figure 3, find the maximum shear stress and indicate the point(s) in the section where it occurs. Please show all your work.

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