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Considering the given cantilever beam, columns and their cross-sections in figure 2, then justify (p2) the selection of standard rolled steel sections for hot rolled beams (EN 10060:2003 (E)) with the round hollow and solid cross-sections as well as columns by using the data of table 1 & 2 to ensure the stability of the structure has been guaranteed for these beams and columns. Dout 50kN 3m Figure 2: Cantilever beam and column using for table 2 Table 1: Steel properties applied for the beam Density (Kg/M3) Young's Modulus Yield Stress (MPa) Ultimate Tensile Strength (UTS) (МPa) (MPa) 7800 200×10³ 275 420 3 kN 1.5 m

Considering the given cantilever beam, columns and their cross-sections in figure 2, then justify (p2) the selection of standard rolled steel sections for hot rolled beams (EN 10060:2003 (E)) with the round hollow and solid cross-sections as well as columns by using the data of table 1 & 2 to ensure the stability of the structure has been guaranteed for these beams and columns. Dout 50kN 3m Figure 2: Cantilever beam and column using for table 2 Table 1: Steel properties applied for the beam Density (Kg/M3) Young's Modulus Yield Stress (MPa) Ultimate Tensile Strength (UTS) (МPa) (MPa) 7800 200×10³ 275 420 3 kN 1.5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Considering the given cantilever beam, columns and their cross-sections in figure 2, then justify (p2) the selection of standard rolled steel sections for hot rolled beams (EN 10060:2003 (E)) with the round hollow and solid cross-sections as well as columns by using the data of table 1 & 2 to ensure the stability of the structure has been guaranteed for these beams and columns. Dout 50KN 3m Figure 2: Cantilever beam and column using for table 2 Table 1: Steel properties applied for the beam Density (Kg/M3) Young's Modulus Yield Stress (MPa) | Ultimate Tensile Strength (UTS) (MPa) (MPa) 7800 200x103 275 420 3 kN 1.5 m
Transcribed Image Text:Considering the given cantilever beam, columns and their cross-sections in figure 2, then justify (p2) the selection of standard rolled steel sections for hot rolled beams (EN 10060:2003 (E)) with the round hollow and solid cross-sections as well as columns by using the data of table 1 & 2 to ensure the stability of the structure has been guaranteed for these beams and columns. Dout 50KN 3m Figure 2: Cantilever beam and column using for table 2 Table 1: Steel properties applied for the beam Density (Kg/M3) Young's Modulus Yield Stress (MPa) | Ultimate Tensile Strength (UTS) (MPa) (MPa) 7800 200x103 275 420 3 kN 1.5 m
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