Project 1

1. Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows:

    

Building floors	G + 6 + R
Plan dimension	B = 25m ,  L = 16m
Storey Height	h = 3.5m
Soil	Hard soil
Use	Residential Purpose
Safe Bearing Capacity	180 kN/m2
Maximum slab thickness	150mm

Assume suitable sections for structural elements. Follow IS456, IS1893 and IS 875

1. Prepare a Design Basis Report for the project
2. Create structural model using STAAD Pro Connect Edition
3. Prepare DL, LL, WL and EQL load calculations as per IS 875 standards
4. Design slab element using MS – Excel
5. Design beam and column element using STAAD RCDC. Attach the design calculation report.
6. Design Foundations using STAAD Foundation.
7. Prepare bar bending schedule for beam and column using STAAD RCDC
8. Attach necessary sketches and drawings wherever required.
9. All stipulations, assumptions and design parameter must adhere to Indian Standards.

 

AIM  

Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition

INTRODUCTION

STAAD is a popular structural analysis application known for analysis, diverse applications of use, interoperability, and time-saving capabilities. STAAD helps structural engineers perform 3D structural analysis and design for both steel and concrete structures.

A physical model created in the structural design software can be transformed into an analytical model for structural analysis. Many design code standards are incorporated into STAAD to make sure that the structural design complies with local regulations.

PROCEDURE

Open staad software

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create file.then create nodes at a distance 4m in x direction

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select geometry translational repeat for create the nodes in z direction

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then create the ground floor nodes for that go to translational repeat and distance is 4m

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change curser node to beam cursor then create beam

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select beam and create remaining beam using translational repeat

 

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then create 6 upper floors using translational repeat

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and fixed support assign to base<!-- [if gte vml 1]> <![endif]--><!-- [if !vml]--><!--[endif]-->

 

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ASSIGNING THE STRUCTURAL ELEMENTS

The line elements have to be assigned as beam column and plates and appropriate dimension are given. 

select properties and then define properties

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material properties

ELEMENT	B(mm)	D(mm)
beam exterior	250	500
beam interior	250	600
column exterior	300	500
column interior	300	600
Slab	180

define these properties

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SIMILARLY DEFINED REMAINING PROPERTIES AND ASSIGNING THE PROPERTIES

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ASSIGNING OF LOAD

There are various loads acting on a structure

1. SELF WEIGHT
2. FLOOR LOAD
3. WIND LOAD
4. LOAD COMBINATION

Assigning self weight 

For that go to loading then add primary load cases ie,dead load and live load first

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then click on dead load  add self weight and floor load.

for add floor load click floor load th y ranges in floor level is 4 to 21.5    x=0 to 16 Z= O TO 25 AND  floor load =-4KN/M

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THEN ADD super imposed dead roof load 1.5 KN/M Y=21.5 TO 25 ,X=0 TO 16, Z=0 TO 25

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Then assign the loads

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THEN ADD LIVE LOAD GO TO LIVE LOAD AND THE LIVELOAD=4 FOR ALL FLOORS AND LIVE LOAD= 1.5 FOR ROOF

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ASSIGNIG OF WIND LOAD

 

The wind intensities at various heights were calculated manually and feed to thesoftware .based on those values it generates the wind load on different floors.

first go to definiton and add wind definitions.

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CALCULATION OF WIND INTENSITY USING EXELL

WIND SPEED ,Vz= Vb K1 K2 K3

Vb is the basic wind speed

Basic wind speed at Bangloor =33 (USING CODE IS 875)

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K1=1

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K2 Vareis with height of the structur and categories

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add these values in to wind design

k3 =1

 

 

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then add and give exposure value=1

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SEISMIC LOAD

THE SEISMIC LOAD VALUES WHERE CALCULATED USING IS 1893-2002

Before add seismic load define seismic definition

Select definition and add then generate

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Add and select is 1893-2002 and generate city (Bangloor)

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Then generate and add

Add X Y AND Z RANGE

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THEN ADD LIVE LOAD (ADD 50% OF GIVEN AS PER IS 1893

IF GIVEN LIVE LOAD IS 4N THEN ADD 2 AND LIVE LOAD IN THE ROOF IS ZERO

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ASSIGN THE SEISMIC LOAD BEFORE THAT ADD LOAD CASES

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SIMILARLY SEISMIC LOAD IN HORIZONTAL DIRECTION IS ADDED

THEN ASSIGN THE VALUES IN X -X Z AND -Z DIRECTION FACTORS 1,-1,1,-1 RESPECTIVELY

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AFTER ADD ALL THE LOADS THEN ADD LOAD COMBINATION USING STAAD SOFTWARE

ADD AUTO LOAD COMBINATION AND ADD LOADS

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RUN ANALYSIS

FIRST GO TO ANALYSIS AND DEFINE ANALYSIS TYPE AS PERFORM ANALYSIS.

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THEN SELECT CONCRETE  AND SELECT CODE IS 456 AND DEFINE  THE DESIGN  PARAMETER ACCORDING TO IS CODE

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DESIGN PARAMETER

CLEAR COVER FOR BEAM- 30mm

CLEAR COVER FOR COLUMN- 50mm

FC- 40000 N/mm2

FY MAIN- 500000 N/mm2

FY SEC- 500000 N/mm2

MAX MAIN- 32mm

MAX SEC- 20m

MIN MAIN- 16mm

MIN SEC- 8mm

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THEN DEFINE COMMAND BEAM COLUMN AND ASSIGNED ALL

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FINALLY RUN THE ANALYSIS

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THEN GO TO REPORT

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GO TO REPORT AND SELECT SETUP REPORT AND INPUT SELECT

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SELECT OUTPUT

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1. Prepare a Design Basis Report for the project

 

 

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FOR PICTURE GO TO UTILITY TAKE PICTURES

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THEN  PICTURE ADD TOREPORT SETUP

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BEAM DESIGN FROM STAAD PRO

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COLUMN DESIGN FROM STAAD PRO

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CALCULATE DEAD LOAD AND LIVE LOAD OF ABOVE BUILDING WITH REFERENCE TO IS CODE

 

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CALCULATION OF WIND INTENSITY USING EXELL

WIND SPEED ,Vz= Vb K1 K2 K3

Vb is the basic wind speed

Basic wind speed at Bangloor =33 (USING CODE IS 875)

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K1=1

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K2 Vareis with height of the structur and categories

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add these values in to wind design

k3 =1

 

 

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EQL LOAD CALCULATION AS PER IS 875 Standards;

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Design of slab using MS-EXCEL

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DESIGN BEAM AND COLUMN ELEMENT USING STAAD RCDC.ATTACH THE DESIGN CALCULATION REPORT

BEAM STAAD RCDC

Open staad software open analatic modelling click advanced concrete design

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Click rcdc accept

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THEN CREATE PROJECT

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CLIICK SETTING AND SELECT GENERAL AND REINFORCEMENT

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THEN GO TO DESIGN

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PP

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PREPARE BARBENDING SHEDULE FOR BEAM

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COLUMN STAAD RCDC

 

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GO TO REINFORCEMENT SETTINGS AND SELECT REINFORCEMENTS

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SELECT LOAD TYPE

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BARBENDING FOR COLUMN

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DESIGN OF FOUNADATION USING STAAD FOUNDATION

CLICK ON FOUNDATION DESIGN

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THEN ADD REACTION LOAD

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THEN ADD DESIGN PARAMETERS

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DETAIL AND SHEDULE DRAWING

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RESULT

DESIGN OF A MULTISTOREY RESIDENTIAL BUILDING LOCATED IN BANGALORE USING STAAD PRO CONNECTED EDITION IS SUCCESSFULLY COMPLETED.

THE SPECIFICATION  ASSUMPTIONS AND DESIGN PARAMETER WITHREFERANCE TO INDIAN STANDARDS.

ASSUMED SUITABLE SECTIONS FOR STRUCTURAL ELEMENTS .FOLLOWED BY IS 456,IS 1893 AND IS 875PART 1,2 AND 3