3. For the following problems, a beam segment subjected to internal bending moments at sections A and B is shown along with a sketch of the cross-sectional dimensions. For each problem: (a) Sketch a side view of the beam segment and plot the distribution of bending stresses acting at sections A and B. Indicate the magnitude of key bending stresses on the sketch. (b) Determine the resultant forces acting in the x direction on the specified area at sections A and B and show these resultant forces on the sketch. (c) Is the specified area in equilibrium with respect to forces acting in the x direction? If not, determine the horizontal force required to satisfy equilibrium for the specified area and show the location and direction of this force on the sketch.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. For the following problems, a beam segment subjected to internal bending moments at
sections A and B is shown along with a sketch of the cross-sectional dimensions. For each
problem:
(a) Sketch a side view of the beam segment and plot the distribution of bending stresses
acting at sections A and B. Indicate the magnitude of key bending stresses on the sketch.
(b) Determine the resultant forces acting in the x direction on the specified area at sections
A and B and show these resultant forces on the sketch.
(c) Is the specified area in equilibrium with respect to forces acting in the x direction? If
not, determine the horizontal force required to satisfy equilibrium for the specified
area and show the location and direction of this force on the sketch.
Consider area (1) of the 18-in.-long beam segment, which is subjected to internal bending
moments of MA = -34 MPa
ind MB = -28 MPa
6 in.
2 in.
(1)
42 kip-in.
8 in.
12 in.
2 in.-
18 in.
36 kip-in.
2 in.
10 in.
Fig. 3a Beam segment
Fig. 3b Cross-sectional dimensions
Transcribed Image Text:3. For the following problems, a beam segment subjected to internal bending moments at sections A and B is shown along with a sketch of the cross-sectional dimensions. For each problem: (a) Sketch a side view of the beam segment and plot the distribution of bending stresses acting at sections A and B. Indicate the magnitude of key bending stresses on the sketch. (b) Determine the resultant forces acting in the x direction on the specified area at sections A and B and show these resultant forces on the sketch. (c) Is the specified area in equilibrium with respect to forces acting in the x direction? If not, determine the horizontal force required to satisfy equilibrium for the specified area and show the location and direction of this force on the sketch. Consider area (1) of the 18-in.-long beam segment, which is subjected to internal bending moments of MA = -34 MPa ind MB = -28 MPa 6 in. 2 in. (1) 42 kip-in. 8 in. 12 in. 2 in.- 18 in. 36 kip-in. 2 in. 10 in. Fig. 3a Beam segment Fig. 3b Cross-sectional dimensions
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