Illustrated Design of RCC buildings BOOK Download (RCC BOOK download)
Illustrated Design of RCC Buildings (A simple way to understand Structural Analysis and Design)
This book covers about structural design procedure for (G+3) storeyed buildings+ Earthquake Analysis & design
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Topic
1. Introduction to Structural design
2.Load and Material
3.Analysis and Design Approximation
4.Limit state theory of RCC members
5.Structural behaviour of RCC elements and detailing
6.Design of members
7.Deisgn of Single storeyed Buildings
8.Design of Multi storeyed Buildings
Those who are studying Engineering and working people who are in beginners stage this book will be very useful because they are explained in a simple manner to understand the concept. They have taken an example and done a manual calculation of entire building so that we can able to understand easily
COLUMN
1.The columns in the structure are mainly subjected to axial compression. The columns subjected to axial compression are the internal columns of the buildings with beams in all four directions or the beams in one plane having same spans and same loading,
2.Some columns in the structure are subjected to bending due to Stiffened connections with the beam or due to eccentric loading.The side columns on the external Wall carrying beams in three mutually perpendicular directions or a single beam in one direction are subjected to axial compression and uniaxial bending.
3.The corner column in the structure are to be designed for bi - axial bending and axial compression .Even if the beam is assumed to be simply supported at its ends, the column will be subjected to bending moment due to partial fixity. The moment on the column which may either be due to rigid connection with the beam or due to eccentric loading is called Initial moment.
4.The load carrying capacity of the column also depends on the slenderness ratio (lamida) which is the ratio of effective length to the corresponding lateral dimension. If the slenderness ratio is greater than or equal to 12 it is called a long or slender column. The long column buckles prior to reaching its ultimate strength. The effect of slenderness to cause additional moment M and consequently reduce the load carrying capacity of the column
Beams/flexural member
- End Condition (EC = 1,2,3,4), (3) (2) Span, Load Type (UD load, Point lond, triangular/trapezoidal load etc), (4) Section Type (Rectangular / Flanged). (5) Load Magnitude.
- Since categorization of beams would principally depend upon the end conditions of beam it is necessary, in the beginning, to take certain decisions or make suitable simplifying assumptions regarding the following
- Whether the multi span continuous beams are to be analyzed and designed as a whole or as made up of independent beams with appropriate end conditions as explained in Sect. 6.2.2 Step - 5 What will be the end conditions of the beams
- The decision would depend upon the following
- Whether the client requires only the results in the form of schedules of members as in case of residential buildings constructed by private owners or buildersWhat is the accuracy required ? It depends upon the importance of the building and magnitude and repetitious nature of the work
- For example, If it is to be used for a big residential complex with large number of such units, their small excess of concrete and/or steel that may occur by using simplifying assumption in design of one unit can lead to appreciable increase in overall cost of materials in the entire big scheme, The decision regarding the assumptions made for the end conditions or the beam materially affects the design procedure and design itself
Slab
Slab is also a flexural member subjected to two way bending with x and y axis. two types of slab one way and two way based on the load distribution
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QUIZ PRACTICE
RCC
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