Determine the maximum tensile bending stress of the entire beam (o max.ten.overall) in N/mm2, for the beam loaded in Figure 5.1a1(b). The cross section of the beam is shown in Figure 5.1a1(a). Given D = 120 mm, t; = 60 mm, location of centroid of the cross section = 76.452 mm from x- axis, second moment of area with respect to its centroidal x-axis (Ix) = 17.286 x 106 mm, a 3.96 m, b = 0.96 m, and P1 = 5 kN. (Note: Use negative sign "." to denote compressive stresses) D Figure 5.1a1(a) P, kN B bm 3 m a m

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Determine the maximum tensile bending stress of the entire beam (o max.ten.overall)
in N/mm2, for the beam loaded in Figure 5.1a1(b). The cross section of the beam is shown in
Figure 5.1a1(a).
Given D = 120 mm, t = 60 mm, location of centroid of the cross section = 76.452 mm from x-
axis, second moment of area with respect to its centroidal x-axis (lx) = 17.286 x 106mm4, a =
3.96 m, b = 0.96 m, and P1 = 5 kN.
(Note: Use negative sign "." to denote compressive stresses)
t;
D
Figure 5.1a1(a)
P, kN
A
B
D
a m
b m
3 m
Transcribed Image Text:Determine the maximum tensile bending stress of the entire beam (o max.ten.overall) in N/mm2, for the beam loaded in Figure 5.1a1(b). The cross section of the beam is shown in Figure 5.1a1(a). Given D = 120 mm, t = 60 mm, location of centroid of the cross section = 76.452 mm from x- axis, second moment of area with respect to its centroidal x-axis (lx) = 17.286 x 106mm4, a = 3.96 m, b = 0.96 m, and P1 = 5 kN. (Note: Use negative sign "." to denote compressive stresses) t; D Figure 5.1a1(a) P, kN A B D a m b m 3 m
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