height of 22 mm from x-axis of the cross section shown in Figure 5.1a1(a), (o 22.d), in N/mm2. Given D = 220 mm, tf= 30 mm, location of centroid of the cross section = 139.395 mm from x- axis, second moment of area with respect to its centroidal x'-axis (Iy) = 52.818 x 10°mm“, a = 3 m, b = 1.5 m, and P1= 14 kN. (Note: Use negative sign "." to denote compressive stresses) t; Figure 5.1a1(a)
height of 22 mm from x-axis of the cross section shown in Figure 5.1a1(a), (o 22.d), in N/mm2. Given D = 220 mm, tf= 30 mm, location of centroid of the cross section = 139.395 mm from x- axis, second moment of area with respect to its centroidal x'-axis (Iy) = 52.818 x 10°mm“, a = 3 m, b = 1.5 m, and P1= 14 kN. (Note: Use negative sign "." to denote compressive stresses) t; Figure 5.1a1(a)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Determine the bending stress at section C, for the beam as loaded in Figure 5.1a1(b), at beam
height of 22 mm from x-axis of the cross section shown in Figure 5.1a1(a), (o 22d. in N/mm2.
Given D = 220 mm, t= 30 mm, location of centroid of the cross section = 139.395 mm from x-
axis, second moment of area with respect to its centroidal x'-axis (Iy) = 52.818 x 10°mm4, a =
3 m, b = 1.5 m, and P1= 14 kN.
(Note: Use negative sign "-" to denote compressive stresses)
Figure 5.1a1(a)
P, kN
B
C
D
am
bm
3 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F03933d8d-bbf2-4bd9-8b44-09d37e20b1ad%2F8b1b3952-3c14-45e6-901b-d44a07d5806e%2Fcgfps6c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the bending stress at section C, for the beam as loaded in Figure 5.1a1(b), at beam
height of 22 mm from x-axis of the cross section shown in Figure 5.1a1(a), (o 22d. in N/mm2.
Given D = 220 mm, t= 30 mm, location of centroid of the cross section = 139.395 mm from x-
axis, second moment of area with respect to its centroidal x'-axis (Iy) = 52.818 x 10°mm4, a =
3 m, b = 1.5 m, and P1= 14 kN.
(Note: Use negative sign "-" to denote compressive stresses)
Figure 5.1a1(a)
P, kN
B
C
D
am
bm
3 m
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