MOD002307: Design of Structural Members to Eurocodes - Engineering Assignment Help

Assignment Task:

Task:

Your unique design parameters are defined by your student ID number and are given in Table 1 for each question. A 50% mark deduction will be applied to your work if you do not use your unique parameters as defined in Table 2. The same deduction will be applied if your design was not performed in accordance with the current code of practice-Structural Eurocode.

You need to answer all of the questions clearly and neatly in an A4 paper by handwriting with the aid of an annotated sketch where necessary. An up to 50% mark deduction will be applied if your answer sheets were presented using Microsoft Office (Word or Excel). You need to put your answer sheets in the order of the question numbers before scan and save them into ONE pdf document for the submission and marking via Turnitin. An up to 10% mark deduction will be applied if your answer sheets were poorly presented. Detailed instructions for submission of your coursework are given on Canvas. You must carefully read and follow all of these submission instructions before starting this assessment.

Q1 –Design the reinforced concrete beam B/5-6 using the design data of materials, steel bar and design data provided below: [30 Marks]

• Characteristic strength of the concrete C30/37. fck = 30.0 N/mm2
• Mean value of the tensile strength. fctm = 0.30fck(2/3)
• Characteristic yield strength of main steel H500B. fyk = 500 N/mm2
• Characteristic yield strength of links H500B. fykw = 500 N/mm2
• Diameter of main tension bars. ds = 25 mm
• Diameter of main compression bars. dsc = 20mm
• Diameter of transverse links. dL = 10 mm
• Concrete cover to the surface of a transverse link. c = 25 mm
• Maximum diameter of coarse aggregates. dca = 20mm
• The limiting ratio for a singly reinforced section. K’ = 0.168
• Size of concrete column for anchorage of steel bar =350mm
a. Identify the concrete beam in the structural grid and calculate design action, bending moment and shear force, before draw the BMD and SFD. [4 marks]
b. Carry out bending design and detailing for the main reinforcements. [6 marks]
c. Carry out shear design and detailing for the transverse links. [6 marks]
d. Check by calculation whether the beam satisfies deflection requirements. [6 marks]
e. List the measures you have taken to control the cracking of concrete. [2marks]
f. Detail both construction drawings and table of reinforcements. [6 marks]

Q2 –Design the steel beam B/1-2 with an assumption of all the steel beams in the building floor using UKB section in grade of S275. [25 Marks]
a. Identify the beam in the structural grid and calculate the design action, bending moment and shear force, before draw the BMD and SFD. [4 marks]
b. Determine by calculation a suitable UKB section for the beam and check by calculation whether the chosen section satisfies the design requirements with regard to bending, shear and deflection, respectively, if it is laterally restrained along the span. [8 marks]
c. Use the SCI design table to check whether the above chosen UKB section is still adequate, if the beam is only laterally restrained at both ends. [4 marks]
d. Use the SCI Tables to re-choose a UKB section for the beam B/2-3, and validate by calculation its adequacy on bending, shear and deflection by manual design calculation. 

Q3 –Design the steel column B/2 with an assumption of all the steel columns in the building floor using UKC section in grade of S275 [25 Marks]

a. Identify the column in the structural grid and calculate its design action, design axial force and bending moment. [4 marks]
b. Determine by calculation a suitable UKC section for the column if it is prevented from buckling about both major and minor axes under an axial force only. [4 marks]

c. If the column is partially restrained at both ends about its major y-y and effectively restrained about the minor axis z-z, check by calculation whether the above chosen UKC section is still adequate for the column under the axial force and bending moment. [8 marks]
d. Use the SCI Axial resistance table to re-choose a section for the column B/2, and validate by calculation its adequacy under the design axial force and bending moment. [9 marks]
Q4 – Critically compare the bending performance, strain and stress status at the ultimate limit state and design bending resistance of a singly reinforced concrete beam, a restrained steel beam and a timber beam. [10 Marks]

Marks allocated to presentation of your report writing [10 Marks]
a. Introduction and Methodology [2.5Marks]
b. Results and Discussion [2.5Marks]
c. Conclusion and Reflection. [2.5Marks]
d. Clarity of explanation and analysis, spelling and grammar, presentation. [2.5Marks]

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