Qi Figure Q1 A Shows The First Floor Structural Layout Plan For A Factory Office Building And Figure Q1 B Shows The De 1 (28.87 KiB) Viewed 65 times
Qi Figure Q1 A Shows The First Floor Structural Layout Plan For A Factory Office Building And Figure Q1 B Shows The De 2 (17.38 KiB) Viewed 65 times
Qi Figure Q1 A Shows The First Floor Structural Layout Plan For A Factory Office Building And Figure Q1 B Shows The De 3 (16.49 KiB) Viewed 65 times
QI Figure Q1(a) shows the first floor structural layout plan for a factory-office building and Figure Q1(b) shows the detailing of beam 1/A-B. The brickwall of 3.5 m height is construct on the beams perimeter (A0/1-2, B/1-2, 1/A0-B and 2/A0-B). Other design data are as follows: All slabs thickness All beams size Characteristic strength of concrete Characteristic strength of steel reinforcement= Unit weight of reinforced concrete Finishes and services Brickwall Variable action (b) 150 mm 250 x 750 mm (c) = 30 MPa 1.5 kN/m² 2.6 kN/m² = 3.0 kN/m² (a) Illustrate the load cases to be considered in designing beam 1/A-B. 500 MPa 25 kN/m² (5 marks) Identify and analyse one of the load case in Q1(a) that will cause maximum sagging moment at span 1/A-B. (20 marks) Based on the analysis in Q1(b) and Figure Q1(b), check if the shear link near support B is adequate. (10 marks)
(AO) 50 mm] 2m H10-250 c/c H10-250- 2125 2H25 250 mm 2H25 3125 A Section 1-1 Ignore for calculation 700 mm 750 mm F 8 m H10-250 cc 50 mm] H10-250- -3H25 Detailing of Beam 1/A-B 2H25 250 mm 2H25 2H25 Section 2-2 2H25- OOL F2 Ignore for calculation 750 mm B
2 (1 6m AO A 2m 1 11 11 11 11 11 11 11 11 11 11 4 m (A1 4m Notes: 1. All First Floor Beams To Be 250 mm x 750 mm 2. All First Floor Slabs To Be 150 mm Thick FIGURE Q1(a) B
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