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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Applications of Concrete Framing Systems

A concrete frame is a structure formed by the interconnection of beams and columns to form a structural network. In simple terms, it is the basic skeletal structure of a building or any construction. The concrete framing structure is built on a concrete foundation that forms the base of the entire structure. The concrete frame system is built to support floors, roofs, walls, beams, rafters, joists, etc.

Question

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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