Q1 Figure Q1 A Shows The First Floor Structural Layout Plan For A Factory Office Building And Figure Q1 B Shows The De 1 (113.24 KiB) Viewed 32 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: = 150 mm All slabs thickness All beams size = 250 x 750 mm Characteristic strength of concrete = 30 MPa Characteristic strength of steel reinforcement= 500 MPa Unit weight of reinforced concrete = 25 kN/m³ Finishes and services = 1.5 kN/m² Brickwall = 2.6 kN/m² Variable action = 3.0 kN/m² (a) Illustrate the load cases to be considered in designing beam 1/A-B. (b) (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)
2 6 m AO) 2 m A 4m (A1) 4 m 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
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!