bhagya lakshmi staad project

8/10/2019 Bhagya Lakshmi Staad Project

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VANROSS Jn.THIRUVANANTHAPURAM

PROJECT REPORT ON:-

DESIGN AND ANALYSIS OF RCC SPACE

FRAME

(DONE IN STAAD.Pro)

SUBMITTED BY

BHAGYA LAKSHMI.R

GUIDED BYMr. SHIBIN KUMAR P.S

Customer Care Engineer ( CIVIL )CADD CENTRE,

Vanross Jn,Thiruvananthapuram.


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THIRUVANANTHAPURAM

CERTIFICATE

This is to certify that this project report entitled

DESIGN AND ANALYSIS OF RCC SPACE FRAME is a

complete record of the work done by BHAGYA LAKSHMI

of the requirement for the award ofPROFESSIONAL IN

BUILDING DESIGN during the year 2014 from CADD

CENTRE VANROSS Jn. THIRUVANANTHAPURAM.

Guided by:


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Mr.Shibin Kumar.P.S Mr. Tinu V GCCE Civil Technical LeaderCADD CENTRE CADD CENTREVanross Jn.,TVM Vanross Jn.,TVM

ACKNOWLEDGEMENT

First of all I wish to thank the CADD CENTREThiruvananthapuram, having given me

the opportunity and facilities to pursue the project and present the report.

I take this opportunity to express my deep sense of gratitude to all those concerned for

their valuable suggestions and guidance, especially, Mr. Shibin Kumar P.S CCE of CADD

CENTREfor the technical information imparted by him is gratefully acknowledged.

I accord myself the privilege of thanking all other members of CADD CENTREwho were

directly and indirectly connected to this project.

BHAGYA LAKSHMI


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INTRODUCTION

OVERVIEW OF STRUCTURAL ANALYSIS AND DESIGN

A structure consists of an assembly of individual structural elements such as

truss elements, beams, column, shear wall, cable or arch proportioned to resist the

loads forces.

Structural analysis is defined as the calculation of the response of structure to

actions.

Design of a structure is to assess the loads and to provide members of sufficient

proportions to resist the assessed loads with a sufficient margin of safety.

ABOUT STAAD PRO

STAAD PRO is the leading structural analysis and design software from research

engineers. In STAAD PRO the focus is on productivity.

STAAD Pro is designed for engineers, by engineers who understand the process of

modeling, analysis and designing a structure. Over 20 years of experience, along

with the suggestions and input from make practicing engineers, has helped make

STAADPRO the easiest to-use structural analysis and design software on the

market today.

STAAD PRO addresses the entire process of structural engineering from model

development from analysis to design.

STAAD PRO is designed to work the way the structural design office works.

STAAD PRO is a general purpose program for performing the analysis and design

of a wide variety of structures.

The basic three activities, which are to be carried out to achieve the goal, are

Model generation

Calculations to obtain the analytical results


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Result verification

In this project the structural analysis is done using STAAD Pro software. The

structure is modeled as a space frame and he different loads were applied as per the

guidelines of IS CODE. The critical load case has been considered for the design.


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ABOUT THE PROJECT

This project is about the structural design and analysis of a multistoried

building which consists of 4 floors. This building also consists of shear wall which

add to its structural prowess.

Here we have done the analysis by implementing various standard values for the

required components such as; column thickness of 0.2m*0.2m.

Here we have given the reinforcements of various sizes like8, 10, 12,16mm etc.

We have designed the secondary and the main bars using fe415 and fe 500 grade

steel.

The grade of concrete used is M30 which is acceptable for this kind of design.


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STAAD.Pro ReportTo: From:

Copy to: Date: 02/05/201418:18:00

Ref: ca/ Document1

Job Information

Engineer Checked Approved

Name:

Date: 02-May-14

Structure Type SPACE FRAME

Number of Nodes 80 Highest Node 80

Number of Elements 160 Highest Beam 160

Number of Basic Load Cases 1

Number of Combination Load Cases 0

Included in this printout are data for:Nodes 17,18,61,65

Beams 10,109,12

Included in this printout are results for load cases:

Type L/C Name

Primary 1 LOAD CASE 1

Node Displacement Summary

Node L/CX

(mm)Y

(mm)Z

(mm)Resultant

(mm)rX

(rad)rY

(rad)

Max X 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665 0.001 -0.0

Min X 65 1:LOAD CASE 1 -0.003 -0.270 0.003 0.270 -0.000 -0.0

Max Y 61 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.0

Min Y 18 1:LOAD CASE 1 0.003 -1.002 0.009 1.002 0.001 -0.0

Max Z 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665 0.001 -0.0

Min Z 61 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.0

Max rX 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665 0.001 -0.0

Min rX 65 1:LOAD CASE 1 -0.003 -0.270 0.003 0.270 -0.000 -0.0

Max rY 61 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.0

Min rY 65 1:LOAD CASE 1 -0.003 -0.270 0.003 0.270 -0.000 -0.0

Max rZ 18 1:LOAD CASE 1 0.003 -1.002 0.009 1.002 0.001 -0.0

Min rZ 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665 0.001 -0.0

Max Rst 18 1:LOAD CASE 1 0.003 -1.002 0.009 1.002 0.001 -0.0

Beam Displacement Detail Summary

Displacements shown in italic indicate the presence of an offset


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Beam L/Cd

(m)X

(mm)Y

(mm)Z

(mm)Resultant

(mm)

Max X 109 1:LOAD CASE 1 0.300 0.046 -0.609 -0.047 0.613

Min X 109 1:LOAD CASE 1 2.100 -0.206 -0.647 0.205 0.709

Max Y 109 1:LOAD CASE 1 0.000 -0.003 -0.603 0.002 0.603

Min Y 10 1:LOAD CASE 1 1.500 0.006 -1.505 0.009 1.505

Max Z 109 1:LOAD CASE 1 2.100 -0.206 -0.647 0.205 0.709

Min Z 109 1:LOAD CASE 1 0.300 0.046 -0.609 -0.047 0.613Max Rst 10 1:LOAD CASE 1 1.500 0.006 -1.505 0.009 1.505

Beam End Displacement Summary

Displacements shown in italic indicate the presence of an offset

Beam Node L/CX

(mm)Y

(mm)Z

(mm)Resultant

(mm)

Max X 10 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665

Min X 12 20 1:LOAD CASE 1 -0.009 -0.665 0.009 0.665

Max Y 109 73 1:LOAD CASE 1 -0.003 -0.603 0.002 0.603

Min Y 10 18 1:LOAD CASE 1 0.003 -1.001 0.009 1.002

Max Z 10 17 1:LOAD CASE 1 0.009 -0.665 0.009 0.665

Min Z 109 77 1:LOAD CASE 1 0.009 -0.665 -0.009 0.665Max Rst 10 18 1:LOAD CASE 1 0.003 -1.001 0.009 1.002

Beam End Force Summary

The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largesttension value for an beam.

Axial Shear Torsion Be

Beam Node L/CFx

(kN)Fy

(kN)Fz

(kN)Mx

(kNm)My

(kNm)

Max Fx 109 73 1:LOAD CASE 1 19.386 -1.695 -1.695 -0.000 2.224

Min Fx 10 17 1:LOAD CASE 1 1.695 8.280 0.000 0.000 -0.000

Max Fy 12 19 1:LOAD CASE 1 1.695 9.548 -0.000 -0.000 0.000

Min Fy 10 18 1:LOAD CASE 1 1.695 -9.548 0.000 0.000 0.000Max Fz 10 17 1:LOAD CASE 1 1.695 8.280 0.000 0.000 -0.000

Min Fz 109 73 1:LOAD CASE 1 19.386 -1.695 -1.695 -0.000 2.224

Max Mx 10 17 1:LOAD CASE 1 1.695 8.280 0.000 0.000 -0.000

Min Mx 12 19 1:LOAD CASE 1 1.695 9.548 -0.000 -0.000 0.000

Max My 109 73 1:LOAD CASE 1 19.386 -1.695 -1.695 -0.000 2.224

Min My 109 77 1:LOAD CASE 1 16.559 -1.695 -1.695 -0.000 -2.860

Max Mz 12 19 1:LOAD CASE 1 1.695 9.548 -0.000 -0.000 0.000

Min Mz 109 73 1:LOAD CASE 1 19.386 -1.695 -1.695 -0.000 2.224

Beam Force Detail Summary

Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given

from beam end A.Axial Shear Torsion

Beam L/Cd

(m)Fx

(kN)Fy

(kN)Fz

(kN)Mx

(kNm)My

(kNm)

Max Fx 109 1:LOAD CASE 1 0.000 19.386 -1.695 -1.695 -0.000 2.2

Min Fx 10 1:LOAD CASE 1 0.000 1.695 8.280 0.000 0.000 -0.0

Max Fy 12 1:LOAD CASE 1 0.000 1.695 9.548 -0.000 -0.000 0.0

Min Fy 10 1:LOAD CASE 1 3.000 1.695 -9.548 0.000 0.000 0.0

Max Fz 10 1:LOAD CASE 1 0.000 1.695 8.280 0.000 0.000 -0.0

Min Fz 109 1:LOAD CASE 1 0.000 19.386 -1.695 -1.695 -0.000 2.2

Max Mx 10 1:LOAD CASE 1 0.000 1.695 8.280 0.000 0.000 -0.0

Min Mx 12 1:LOAD CASE 1 0.000 1.695 9.548 -0.000 -0.000 0.0

Max My 109 1:LOAD CASE 1 0.000 19.386 -1.695 -1.695 -0.000 2.2

Min My 109 1:LOAD CASE 1 3.000 16.559 -1.695 -1.695 -0.000 -2.8

Max Mz 12 1:LOAD CASE 1 0.000 1.695 9.548 -0.000 -0.000 0.0

Min Mz 12 1:LOAD CASE 1 1.500 1.695 0.634 -0.000 -0.000 0.0


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Reaction Summary

Horizontal Vertical Horizontal Moment

Node L/CFX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

Max FX 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min FX 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6Max FY 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min FY 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Max FZ 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min FZ 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Max MX 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min MX 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Max MY 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min MY 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Max MZ 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Min MZ 61 1:LOAD CASE 1 0.695 79.467 -0.695 -0.693 0.000 -0.6

Whole Structure Geometry

Whole Structure Displacements 4mm:1m 1 LOAD CASE 1


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Whole Structure Fy 25kN:1m 1 LOAD CASE 1

Whole Structure Mz 10kNm:1m 1 LOAD CASE 1


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Concrete Design reinforcement details


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Conclusion

Analysisand design of a four storeyed building is completed successfully byusing staad pro v8i.

bhagya lakshmi staad project

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