a) A lm long cantilever steel (E = 200GN/m²) beam has a cross-section as shown in Figure 2.1. The beam is subjected to a 1kN point load at its free end, which is at 45° to the horizontal and acts through the centroid of the beam profile, as shown in Figure 2.1. Determine the maximum values for the tensile and compressive stresses on the section at 0.5m from the applied load. What is the magnitude of the maximum deflection in the beam? 60 mm 10 mm 50 mm G 45° 1kN -100 mm Figure 2.1: Beam profile 10 mm -20 mm!

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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a) A 1m long cantilever steel (E = 200GN/m²) beam has a cross-section as shown in
Figure 2.1. The beam is subjected to a 1kN point load at its free end, which is at 45° to
the horizontal and acts through the centroid of the beam profile, as shown in Figure 2.1.
Determine the maximum values for the tensile and compressive stresses on the section
at 0.5m from the applied load. What is the magnitude of the maximum deflection in the
beam?
60 mm
10 mm
50 mm
G
45°
1kN
-100 mm
Figure 2.1: Beam profile
10 mm
20 mm
Transcribed Image Text:a) A 1m long cantilever steel (E = 200GN/m²) beam has a cross-section as shown in Figure 2.1. The beam is subjected to a 1kN point load at its free end, which is at 45° to the horizontal and acts through the centroid of the beam profile, as shown in Figure 2.1. Determine the maximum values for the tensile and compressive stresses on the section at 0.5m from the applied load. What is the magnitude of the maximum deflection in the beam? 60 mm 10 mm 50 mm G 45° 1kN -100 mm Figure 2.1: Beam profile 10 mm 20 mm
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