Activity 2Considering the given cantilever beam, columns and their cross-sections in figure 2, thenjustify (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 oftable 1 & 2 to ensure the stability of the structure has been guaranteed for these beams andcolumns.Dout50KN|-3mFigure 2: Cantilever beam and column using for table 2Table 1: Steel properties applied for the beamDensity (Kg/M3) | Young's Modulus(MPa)Yield Stress (MPa)Ultimate Tensile Strength (UTS)(MPa)7800200×10³275420Table 2: Dimensions of the beams and columns.Round hollowRoundRound hollowRoundBeam 1SolidColumn 1SolidBeam 2Column 2Dout130 (mm)45 (mm)400 (mm)500 (mm)Thickness20 (mm)0.00300.003 kN1.5 m

Beam: Maximum bending moment on the beam is Mmax Mmax=50 kN×3 m=150 kNm=150×106 Nmm Maximum bending…

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.

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.

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Activity 2
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
(MPa)
Yield Stress (MPa)
Ultimate Tensile Strength (UTS)
(MPa)
7800
200×10³
275
420
Table 2: Dimensions of the beams and columns.
Round hollow
Round
Round hollow
Round
Beam 1
Solid
Column 1
Solid
Beam 2
Column 2
Dout
130 (mm)
45 (mm)
400 (mm)
500 (mm)
Thickness
20 (mm)
0.00
30
0.00
3 kN
1.5 m

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