Conveyor belts in airports are used to carry bags during transportation (see Fig.2). This structure can be modelle as simply supported beam where the bags are considered as point and distributed loads as shown in Figure.- Your role is to evaluate the variation of slope and deflection along a simply supported beam by reviewing suitable size universal beam from appropriate data tables that conform to given design requirements for both th slope and deflection criteria. Figure.2: Portable conveyor belt in airport

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Project 3:
Conveyor belts in airports are used to carry bags during transportation (see Fig.2). This structure can be modelled
as simply supported beam where the bags are considered as point and distributed loads as shown in Figure.4.
Your role is to evaluate the variation of slope and deflection along a simply supported beam by reviewing a
suitable size universal beam from appropriate data tables that conform to given design requirements for both the
slope and deflection criteria.
Figure.2: Portable conveyor belt in airport
Based on the information given in Figure.3 and the Tables. You are required to conduct the following tasks:
5
HT
Page 6 of 9
الحسين التقنية
Al Hussein Technical U
60 kN
2 m
Transcribed Image Text:Project 3: Conveyor belts in airports are used to carry bags during transportation (see Fig.2). This structure can be modelled as simply supported beam where the bags are considered as point and distributed loads as shown in Figure.4. Your role is to evaluate the variation of slope and deflection along a simply supported beam by reviewing a suitable size universal beam from appropriate data tables that conform to given design requirements for both the slope and deflection criteria. Figure.2: Portable conveyor belt in airport Based on the information given in Figure.3 and the Tables. You are required to conduct the following tasks: 5 HT Page 6 of 9 الحسين التقنية Al Hussein Technical U 60 kN 2 m
HTC
Page 6 of 9
تعة الحسين التقنية
Al Hussein Technical Univ
60 kN
2 m
12 kN/m
A
В
D
5 m
Figure.3: Portable conveyor belt model as simply supported beam
1. By obtaining the slope and deflection equations, evaluate the variation of slope and deflection along a
simply supported beam and plot the solution along the beam x – axis.
2. Using the principle of superposition find the deflection and slope values point D
3. For the following design requirements
1.0 s yp S 9 mm
Oa s.005 rad
minmum weight
Select a suitable size universal beam of the following beams from the appropriate Tables in Appendix C and
D:
beam made of aluminium (E = 70 GPa)
beam made of steel (E = 200 GPa)
Beam (1): S380 x 74
Вeam (2): С310 х 45
Beam (3): W410 × 114
Beam (4): S460 × 104
beam made of aluminium (E = 70 GPa)
beam made of steel (E = 200 GPa)
4. Criticize and justify your choice in Part (3) by using Solidworks software for the 3D models of each
beam. This would be achieved by commenting on the accuracy of the computer model and stating what
assumptions that would affect the results if a comparison between the calculations in Part (2) and the
computer model is made.
Transcribed Image Text:HTC Page 6 of 9 تعة الحسين التقنية Al Hussein Technical Univ 60 kN 2 m 12 kN/m A В D 5 m Figure.3: Portable conveyor belt model as simply supported beam 1. By obtaining the slope and deflection equations, evaluate the variation of slope and deflection along a simply supported beam and plot the solution along the beam x – axis. 2. Using the principle of superposition find the deflection and slope values point D 3. For the following design requirements 1.0 s yp S 9 mm Oa s.005 rad minmum weight Select a suitable size universal beam of the following beams from the appropriate Tables in Appendix C and D: beam made of aluminium (E = 70 GPa) beam made of steel (E = 200 GPa) Beam (1): S380 x 74 Вeam (2): С310 х 45 Beam (3): W410 × 114 Beam (4): S460 × 104 beam made of aluminium (E = 70 GPa) beam made of steel (E = 200 GPa) 4. Criticize and justify your choice in Part (3) by using Solidworks software for the 3D models of each beam. This would be achieved by commenting on the accuracy of the computer model and stating what assumptions that would affect the results if a comparison between the calculations in Part (2) and the computer model is made.
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