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Highrise building design


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High rise buildings are standing in modern cities to cater the population migrated in exponential trend, civil engineers have challenges to deal with design of such structures. All civil engineers are not ready for high rise buildings design as there are many factors have to consider. here we are sharing a document with you that mention you a detail process with codal provisions. Please get the link to download. Detail of content as below:
1.1 Geometry .......................................................................................................................... 2
1.2 Materials........................................................................................................................... 2
1.3 Loads ................................................................................................................................ 3
1.3.1 Self weight and dead loads....................................................................................... 3
1.3.2 Imposed loads........................................................................................................... 4
Snow load............................................................................................................................. 4
1.4 Codes, manuals and computer programs.......................................................................... 7
2.1 Bending moments and shear forces of beam G1.............................................................. 7
2.1.1 Bending moments due to vertical loads ................................................................... 7
2.1.2 Bending moments due to horizontal loads ............................................................... 7
2.2 Checking the sizes of beam G1 ........................................................................................ 8
2.3 Forces and moments, sizing of column O1 ...................................................................... 8
3.1 Preparation for calculation ............................................................................................... 9
The structure, the coordinates .............................................................................................. 9
3.2 Loads .............................................................................................................................. 10
3.3 Load cases ...................................................................................................................... 10
3.4 Ultimate forces and bending moments........................................................................... 13
3.4.1 Bending moments................................................................................................... 13
3.4.2 Axial force on the column...................................................................................... 13
3.4.3 Shear force in the beam.......................................................................................... 14
3.4.4 Appropriate axial loads and bending moments ...................................................... 14
3.5 Analysing of beam.......................................................................................................... 14
3.5.1 The bending moment.............................................................................................. 14
3.5.2 Analysis for shear................................................................................................... 16
3.6 Analysis of column O1................................................................................................... 18
3.6.1 Initial loads and bending moments......................................................................... 18
3.6.2 Buckling length of columns ................................................................................... 18
3.6.3 Inrcements in lateral displacement......................................................................... 20
3.6.4 Control of column section...................................................................................... 21
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