Coursework Title: Practical Report Structural Analysis and Design 4507CVQR (131497) Module Name: Module Code: Level: 4 Credit Rating: 20 Weighting: 30% Maximum mark available: 100% Lecturer: Contact: Hand-out Date: Hand-in Date: Hand-in Metho Dr Asad Albostami If you have any issues with this coursework, you may contact your lecturer Contact details are Feedback Date: Feedback Method Programmes: BEng Civil Engineering. Page 1 of 11 Introduction This is an individual assignment with parameters based on your QUC person number, and thus all submitted work must be your Own. The assignment consists of three sections. Assignment 1 Section 1-RC Design 30% Section 2 - Steel Design 30% Section 3 - Laboratory Report 40% Learning Outcomes to be assessed 3. Design Simple Structural Steel Elements. 4. Design Simple Reinforced Concrete Elements 5. Perform laboratory experiments safely and interpret experimental data to deduce structural behavior. Page 2 of 11 Section 1 - RC Design (30%) B Cavity wall: 100mm Brick wall + 100mm solid block wall A Beam 1 B 1 2 3 4 100mm solid block wall Beam 2 Figure 1: Plan view of the first floor Figure 1 shows the general arrangement for the first floor of a new multistorey RC framed building. The floor consists of 100mm thick one-way spanning RC slabs supported by RC ‘drop' beams. The beams are required to support permanent actions from the slab, walls, their self-weight, and the variable action from the floor-imposed load. All RC beams are supporting a 2.6 m high wall. You are to assume the wall is spanning the whole length of the beam (i.e., from Axis A to Axis B) a) Using your assigned individual parameters determine the design moments and shear forces at the supports and mid-span for your assigned RC drop beam using any analysis method. You are to assume that the ends of each beam are simply supported. You need to show detailed calculations. Plot the beam free body diagram with all factored loads, the bending moment and shear force diagrams. (10%) Page 3 of 11 b) Using your assigned parameters, the results from step a) and the design guidance provided by EC2, you are to design the longitudinal reinforcement for the RC beam at the critical section only. Produce a suitable cross-sectional sketch of the reinforced concrete beam at the critical section, detailing the arrangement of the reinforcement bars and associated spacing. Draw shear links as per your individual parameters (see below) (20%) Make any necessary assumptions and state them clearly in your answers. Individual parameters: Geometry a and b Variable action on slab Permanent finishes action on slab 3.5 4.0 kN/m² 1.2 1.6 kN/m² (For the above two loads, select values within the range) Reinforced concrete density Concrete compressive strength class 25 kN/m³ C32/40 Solid lightweight blockwork 10 kN/m³ Brickwork 19 kN/m³ Characteristic yield strength of all reinforcement 500 N/mm² Maximum longitudinal bar diameter Minimum longitudinal bar diameter Diameter of links 40 mm 12 mm 10 mm You are each to use parameters which are based on your 6-digit user number (i.e., OUC person number). Your dimensions and loadings are as follows: Dimension a b = 2 m b = 2.4 m Design Beam # Beam 1 Beam 2 If your... 6+ (0.1 x 6th digit) m 5th digit is an odd number 5th digit is an even number If your... 4th digit is an odd number 4th digit is an even number Page 4 of 11 Cross-sectional Dimensions Beam total depth (h) = 500 mm Beam total depth (h) = 480 mm Beam width = 300 mm Beam width = 260 mm Cover (c) If your 3rd digit is an odd number 3rd digit is an even number 2nd digit is an even number 2nd digit is an odd number 40 mm h = total depth c = cover Фрат d' = c + link + 2 width Reinforcing steel As Links d' = effective depth x = neutral axis depth Reinforcing steel A' d = effective depth Фрат d=h-c-link- 2 Figure 2: Dimensions of a rectangular beam So, for example, a student with a student number of 123456 would have the following: Dimension a 6.6 m b 2 m Design Beam 2 The one on axis 2 h 500 mm width Cover (c) Variable action on slab Permanent finishes action on slab 300 mm 40 mm Student chose 3.8 kN/m² Student chose 1.2 kN/m² Page 5 of 11

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Coursework Title: Practical Report Structural Analysis and Design 4507CVQR (131497) Module Name: Module Code: Level: 4 Credit Rating: 20 Weighting: 30% Maximum mark available: 100% Lecturer: Contact: Hand-out Date: Hand-in Date: Hand-in Metho Dr Asad Albostami If you have any issues with this coursework, you may conta