Vishnu Ppt 1.pptx

BY: V Vishnu vardhan (15RJ1A01M4) M A Khadeer (15RJ1A01N6) Syed Nusrath kareem (15RJ1A01K9) S.Aravind kumar goud (15RJ1A01K3) A Sai kumar (16RJ5A0101)

CONTENTS INTRODUCTION 2. DETAILS  FOOTINGS  COLUMNS  BEAMS  SLABS 1.

INTRODUCTION  Our project is based on the design and analysis of the        

multi-storied buildings. Live loads and dead loads are taken into consideration and analysis is done manually. Notation adopted through out the project is same as in IS-456-2000. Utility of building : Residential building Shape of the building : Rectangular Type of walls : Brick wall Number of floor : G+12 Number of flats : 441 . Its consists of 2 blocks [A&B]

Geometric details  Floor Height     

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: 3.0 M Height of Plinth : 0.6 M Depth of Foundation :1.8M Concrete Grade: m40 REINFORCEMENT of Grade Fe550 Bearing Capacity of Soil: 3240 kN/m2 Type of Construction: R.C.C

FOOTINGS  A concrete support under a foundation that rest in

soil ground is called a footing .Footings distribute the weight of super structure over the ground to provide stability to super structure.  It will be design according to the loads of the super structure and soil bearing capacity.  The purpose of footings is to support the foundation and prevent settling.

TYPES OF FOOTING USED AT OUR CONSTRUCTION SITE STEPPED FOOTING 2. COMBINED FOOTING 1.

STEPPED FOOTING

COMBINED FOOTING

 Grade of concrete used at our site is M40  Pedestal height minimum 300mm and maximum

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3times least lateral dimension. Above footing upto basement level. All mains bars should be Fe500. Clear cover for reinforcement for footing is 50mm. Reinforcement shall be high strength. Concrete shall be machine mixed and vibrated. Maximum water cement ratio w\c=0.4 Mix proportion : 1:6 Size of plinth beam : 300x450

COLUMN  Column or a pillar in architecture and structural

engineering is a element that transmits,through compression ,the weight of a structure about to other structural elements below.  RCC column are based on shapes,length and force according to their structure.  Total number of columns : 164 .  Total number of rods in each : 10.  Grade of cement :m30  Sizes of columns : 600x200 , 750x200 ,900x200,1050x200  Clear cover used : 40mm

The figure shows

the different sizes of the columns used in our construction site based on the requirement of load conditions. Lap length of column; 50d or 48d

BEAM  A beam is astructural element that primarily resist

load applied laterally to the beam axis.its mode of deflection is primary by bending.beams are characterised by support ,shape of c/s ,length and their material.

Beam specifications  Grade of concrete : M20  Reinforcement shall be high strength  Deformed &main bar: Fe 550 steel .

 Clear cover in beam: 25 mm.

SLAB  A concrete slab is the common structural element of a

modern building. Horizontal slab of steel reinforced concrete are used for construction floors and ceilings, while thinner slabs are used for exterior paving.

SLAB SPECIFICATION  Thickness of slab :125mm.  Grade of concrete :M20.  Clear cover : top : 15mm

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bottom: 20mm  Crancked length at a distance of L/4.  If Ly/Lx < 2, it is called two way slab.  Similarly,Ly/Lx>2,it is one way slab.