Prob. 6.3-22. A structural tee section is used as a cantilever beam to support a triangular distributed load of maximum intensity w = 600 n/m and a concentrated load P = 1 kN. as shown in Fig. P6.3-22. Determine the maximum tensile flexural stress and the maximum compressive flexural stress at end B. The relevant dimensions of the cross section are shown in the figure, and the moment of inertia about the neutral axis (NA) is I = 13.8 x 10 mm*. P = 1 kN 2m 600 N/m B NA T 46 mm 157 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Prob. 6.3-22. A structural tee section is used as a cantilever
beam to support a triangular distributed load of maximum
intensity w = 600 n/m and a concentrated load P = 1 kN.
as shown in Fig. P6.3-22. Determine the maximum tensile
flexural stress and the maximum compressive flexural stress
at end B. The relevant dimensions of the cross section are
shown in the figure, and the moment of inertia about the
neutral axis (NA) is I = 13.8 x 10 mm*.
P = 1 kN
2 m
600 N/m
B
ΝΑ
T
46 mm
157 mm
Transcribed Image Text:Prob. 6.3-22. A structural tee section is used as a cantilever beam to support a triangular distributed load of maximum intensity w = 600 n/m and a concentrated load P = 1 kN. as shown in Fig. P6.3-22. Determine the maximum tensile flexural stress and the maximum compressive flexural stress at end B. The relevant dimensions of the cross section are shown in the figure, and the moment of inertia about the neutral axis (NA) is I = 13.8 x 10 mm*. P = 1 kN 2 m 600 N/m B ΝΑ T 46 mm 157 mm
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