A rectangular-section beam 80 mm x 50 mm is arranged as a cantilever 1.3 m long and loaded at its free end with a load of 5 kN inclined at an angle of 30° to the vertical as shown in Fig. Determine the position and magnitude of the greatest tensile stress in the section. What will be the vertical deflection at the end? E = 210 GN/m².

Structural Analysis
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Chapter2: Loads On Structures
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A rectangular-section beam 80 mm x 50 mm is arranged as a cantilever 1.3 m long and loaded
at its free end with a load of 5 KN inclined at an angle of 30° to the vertical as shown in Fig.
Determine the position and magnitude of the greatest tensile stress in the section.
What will be the vertical deflection at the end? E = 210 GN/m².
X
A
D
5 KN
50mm
30⁰
Fig.
B
80 mm
-X
Transcribed Image Text:A rectangular-section beam 80 mm x 50 mm is arranged as a cantilever 1.3 m long and loaded at its free end with a load of 5 KN inclined at an angle of 30° to the vertical as shown in Fig. Determine the position and magnitude of the greatest tensile stress in the section. What will be the vertical deflection at the end? E = 210 GN/m². X A D 5 KN 50mm 30⁰ Fig. B 80 mm -X
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