|
|
This is only a preview of the paper
Click here to register and get the full text.
Existing members click here to login
|
|
|
Some assumption in the design: 1. Columns are design as compression only. 2. Solid Slabs are one way simply supported. 3. Ribbed slabs are one way. 4. The concrete properties are uniform for all elements. 5. No need for design against wind load. 6. Design follows the Ultimate Method. 7. Footings are isolated. Design Parameters: f'c = 24 Mpa fy = 420 Mpa Sections Required Dimensions: (Assumptions to be checked): Solid Slabs: h = 120 mm d = 90 mm Ribbed Slabs: b = 550 mm bw = 150 mm h = 315 mm hf = 75 mm d = 275 mm Beams: b = 500 mm h = 315 mm d = 275 mm Columns: b = 200 mm h = 400 mm STAAD Pro Results: Beam1: +ve Mumax = 72.6 kN.m -ve Mumax = -21.4 kN.m Vu = 20.4 kN Beam2: +ve Mumax = 118.0 kN.m -ve Mumax = -143.0 kN.m Vu = 144 kN Ribbed1: +ve Mumax = 14.5 kN.m -ve Mumax = -12.9 kN.m Vu = 14.6 kN Ribbed2: +ve Mumax = 19.9 kN.m -ve Mumax = -31.0 kN.m Vu = 29.1 kN Column1: Pu = 318 kN Columns take compression only.
Approximate Word count = 630
Approximate Pages = 2.5
(250 words per page double spaced)
|
|
|
|
|
|