А A1 B B1 C C1 4200 4200 4200 4200 4200 4200 Manager room CODE Office Office Office Office Office (1 a Computer room 150

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А A1 B B1 C C1 4200 4200 4200 4200 4200 4200 Manager room CODE Office Office Office Office Office (1 a Computer room 1500 2 Corridor Corridor Corridor 3 from Manager room Office Toilet dp 75mm Notation: (30 Corridor Office 250 500 (3b Al sole Al secondary to be 25 A to Computer room re room Binghe 4 FIGURE T1 : FIRST FLOOR LAYOUT
Side staircase from level 1 to ground Notations : 112.5mm thk. x 3.0m height brickwall plastered both sides turun All columns to be 300mm x 400mm All secondary beams to be 250mm x 500mm All slabs to be 150mm thk. Building height = 3.2m floor to floor
REINFORCED CONCRETE DESIGN EUROCODE 2 : SPAN L (6+2+95)x100 mm: 10300mm /10.3m COURSEWORK A sketch plan for beams and slabs layout of a small office building is shown in Figure TI. Details of the construction and the relevant specifications are as follows. CONSTRUCTION Office Ceramic tiles on in-situ reinforced concrete solid slab. Suspended ceiling below beams. Lightweight partitions as required to offices. Manager room Carpets on in-situ reinforced concrete solid slab. Suspended ceiling below beams Corridor Ceramic tiles on in-situ reinforced concrete solid slab. Suspended ceiling below beams. Files rooms Cement render on in-situ reinforced concrete slab. No ceiling under Computer rooms Carpets on in-situ reinforced concrete solid slab. Suspended ceiling below beams, Staircase Ceramic tiles on in-situ reinforced concrete. Toilet Ceramic tiles on in-situ reinforced concrete slab. No ceiling under. All internal walling lightweight partition. Enclosed in 112.5mm x 3.0m height brickwork plastered on both sides. External wall Generally 112.5mm x 3.0m height brickwork plastered on both side Fire protection All elements of the construction to have minimum of 1 hour fire resistance If the Formula value is less than 5000mm, use Span L - 12000 - Formula L If the Formula value is greater than 12000mm, use Spun L - Formula 5000
Calculation of all loads supported by the beam and slab. Structural analysis using Moment Distribution Method. (Allow for 20% moment redistribution) Complete design calculation Detail drawings of the beam (longitudinal and cross sections) Detail drawings of the slab (plan and cross section) The report should display the calculations in a clear manner, annotated with sketches where necessary. Give no more than on set of trial calculations before showing the final design. Detail construction drawings of the elements should be drawn in pencil or ink on A3 size paper. Drawings using AutoCAD should be attached with manual sketches.