Q1 Figure Q1 A Shows The First Floor Structural Layout Plan For A Factory Office Building And Figure Q1 B Shows The De 1 (25.76 KiB) Viewed 28 times
Q1 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 = 30 MPa Characteristic strength of concrete Characteristic strength of steel reinforcement= 500 MPa Unit weight of reinforced concrete = 25 kN/m² = 1.5 kN/m² = 2.6 kN/m² 3.0 kN/m² 150 mm 250 x 750 mm Finishes and services Brickwall Variable action
АО 50 mm 2m H10-250 c/c H10-250- 2H25 2125 250 mm 2H25 3H25 Section 1-1 Ignore for calculation wwoo 750 mm F |-| 8m HIO-250 c/c Ľ 50 mm H10-250- -3H25 Detailing of Beam 1/A-B FIGURE Q1(b) 2125 250 mm 2H25 2H25 Section 2-2 2H25 700 mm F2₂ -Ignore for calculation 750 mm ||P
2 I 6m АО 2m A 4m 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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