The timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changes from segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. The load, geometry and cross-sections of the beam will be instructed to each student in class.
The timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changes from segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. The load, geometry and cross-sections of the beam will be instructed to each student in class.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PLZ, I want FULL answer for this question of Mohr's circle(with full details). in addition to neat handwriting or electronic writing. just C
PLZ, do not copy the answer because it is not complete and it has some errors.
Transcribed Image Text:PART 2
Cross-section dimensions (mm)
Load Q (kN) Length L (m)
b1
h1
b2
h2
10.5
2.1
96
211
56
161
Transcribed Image Text:Part 2: Beam analysis
The timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changes
from segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. The
load, geometry and cross-sections of the beam will be instructed to each student in class.
B
A
:B
C
D
E
0.5L
0.5L
0.75L
0.75L
bị
b2
0.25hI
NA
hị
Section B-B
Section D-D
Figure 2
(c) Develop and sketch the Mohr's circle of stresses corresponding to point F. Show all necessary details,
including principal stresses and maximum shear stress.
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