2. The simply supported beam below has the cross-sectional area shown. a. Draw the FBD (2 pts) b. Determine the absolute maximum bending stress in the beam (2 pts) Your Answer: -- Determine the bending-stress at points A & C. (1 pts) Your Answer: & Plot the bending-stress distribution acting over the beam's cross section (1 pts) c. Determine the absolute maximum shear-stress in the beam (2 pts) Your Answer: Determine the shear-stress at points A & C. (1 pts) Your Answer: & Plot the shear-stress distribution acting over the beam's cross section (1 pts) A 20 kN/m 4 m Designation mm x kg/m W150 x 14 Area mm- 1730 OB 4 mm 2 m 150 20 kN Web Depth thickness width by mm mm C Flange 4.32 100.0 thickness "f mm 5.5 ‒‒‒‒‒‒ ‒‒‒‒‒. H C X-X axis S 10 mm 10³ mm³ 6.84 91.2 A r mm 62.9
2. The simply supported beam below has the cross-sectional area shown. a. Draw the FBD (2 pts) b. Determine the absolute maximum bending stress in the beam (2 pts) Your Answer: -- Determine the bending-stress at points A & C. (1 pts) Your Answer: & Plot the bending-stress distribution acting over the beam's cross section (1 pts) c. Determine the absolute maximum shear-stress in the beam (2 pts) Your Answer: Determine the shear-stress at points A & C. (1 pts) Your Answer: & Plot the shear-stress distribution acting over the beam's cross section (1 pts) A 20 kN/m 4 m Designation mm x kg/m W150 x 14 Area mm- 1730 OB 4 mm 2 m 150 20 kN Web Depth thickness width by mm mm C Flange 4.32 100.0 thickness "f mm 5.5 ‒‒‒‒‒‒ ‒‒‒‒‒. H C X-X axis S 10 mm 10³ mm³ 6.84 91.2 A r mm 62.9
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
Transcribed Image Text:2. The simply supported beam below has the cross-sectional area shown.
a.
Draw the FBD (2 pts)
b. Determine the absolute maximum bending stress in the beam (2 pts) Your Answer: --
Determine the bending-stress at points A & C. (1 pts) Your Answer:
&
Plot the bending-stress distribution acting over the beam's cross section (1 pts)
c. Determine the absolute maximum shear-stress in the beam (2 pts) Your Answer:
Determine the shear-stress at points A & C. (1 pts) Your Answer:
&
Plot the shear-stress distribution acting over the beam's cross section (1 pts)
A
20 kN/m
4 m
Designation
mm x kg/m
W150 x 14
Area
mm-
1730
OB
4
mm
2 m
150
20 kN
Web
Depth thickness width
by
mm
mm
C
Flange
4.32 100.0
thickness
"f
mm
5.5
‒‒‒‒‒‒
‒‒‒‒‒.
H
C
X-X axis
S
10 mm 10³ mm³
6.84
91.2
A
r
mm
62.9
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