UG Architectural Portfolio 2021 - 2023 l Joshua Chittur l KLE Technological University

PORTFOLIO

School of Architecture , KLE technolocal university Hubbali , Karnataka

Joshua Chittur

‘’Building foundations stand as a testament to the daring dreams of the visionary.’’

SELECTED WORKS

2021 - 2023

I'm

JOSHUA CHITTUR CIRRICULAM VITAE FOR B.ARCH INTERNSHIP 2024 KLE TECHNOLOGICAL UNIVERSITY | SCHOOL OF ARCHITECTURE| SEMESTER 7

‘I AM DEEPLY PASSIONATE ABOUT ARCHITECTURE, SEEING IT AS MORE THAN A PROFESSION BUT A LIFELONG PURSUIT OF CREATING SPACES THAT INSPIRE, INNOVATE, AND ENRICH LIVES. EACH DESIGN IS AN OPPORTUNITY TO BLEND CREATIVITY WITH FUNCTIONALITY, AND I AM DRIVEN TO CONTINUOUSLY PUSH THE BOUNDARIES OF WHAT IS POSSIBLE IN ARCHITECTURAL EXCELLENCE."

CONTACT

WORKSHOPS AND SEMINARS ATTENDED

+91 7795649737 joshuachittur30@gmail.com 01fa20bat048@kletech.ac.in

EDUCATION BACHELOR F ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY 2020 -2025

SEMINAR ON ARCHITECTURAL ENTERPRENEURSHIP BY AR.JITENDRA N SEMINAR ON ARCHITECTURE IN TRANSITION & DISCUSSION (AR. SWAPNIL VALVATKAR , AR. NALINI KEMBHAVI& AR.JITENDRA )

SEMINAR ON SENSE AND SENSIBILITY BY PROF. NEELKANTH CHAYA RESEARCH IN ARCHITECTURE BY DR.SANIL KUMAR

DEGREE IN DIPLOMA DBHPS GANGADHAR POLYTECHNIC

SEMINAR ON PRE THESIS BY DR.ANUP NAIK

DIPLOMA IN CIVIL ENGINEERING , BELUR 2016-2019

MODEL MAKING WORKSHOP BY AR.YATIN PANDYA

ACHIVEMENTS

HIGHER SECONDARY SHANTI SADAN HIGH SCHOOL DHARWAD

AWARDED WITH EXCELLENCE IN ARCHITECTURAL DESIGN (2020 - 2021) WON IN ART COMPETITIONS

SKILLS

PART OF COLLEGE MUSIC BAND

AUTOCAD

WON SEVERAL ESPORTS COMPETITION ONLINE

SKETCHUP

HOBBIES

PHOTOSHOP REVIT INDESIGN TWIN MOTION

MUSICIAN

DRAWING

PHOTOGRAPHY

GAMING

INDUSTRIAL HOUSING

SHOPPING MALL

BUILD CONSTRU MATER

DING UCTION RIALS

WORKING DRAWING

PERSONAL INTEREST& PHOTOGRAPHY

01

INDUSTRIAL HOUSING

DESIGN BRIEF PROPOSED INDUSTRIAL HOUSING FOR JSW GROUP Location

: JSW Vidyanagar , Toranagallu

Area

: 11.28 Acers

Professor : AR. Rohini Maligi Year

: 2023

To design an industrial mass housing development that requires a holistic approach that balances the needs of the workforce, regulatory requirements, and sustainable design principles. This comprehensive planning and execution aim to create a thriving and integrated community suitable for the industrial workforce.

26.7

3.0

ELEVATION

CROSS SECTION BEDROOM 2 3.5x4m

BEDROOM 2 3.5x4m TOILET 1.5X2.5M

TYPOLOGY 3

TOILET 1.5X2.5M BEDROOM 2 3.5X3.2M

BEDROOM 2 3.5X3.2M

2 BHK , 4 UNIT PER FLOOR ( 80 SQM ) TOILET 1.5X2.5M

KITCHEN 3x3.5m

TOILET 1.5X2.5M

KITCHEN 3x3.5m

2.5X3M DINING

DINING 2.5X3M

BEDROOM 2 3.5x4m

LIVING 4x4

BEDROOM 2 3.5x4m

LIVING 4x4

TOILET 1.5X2.5M

TOILET 1.5X2.5M BEDROOM 2 3.5X3.2M

3.5x4m BEDROOM 2

3x3.5m KITCHEN

LIVING 4x4

LIVING 4x4

1.5X2.5M TOILET

1.5X2.5M TOILET

2.5X3M DINING

DINING 2.5X3M

3.5X3.2M BEDROOM 2 1.5X2.5M TOILET

3.5x4m BEDROOM 2

2.5X3M DINING

3x3.5m KITCHEN

3.5x4m BEDROOM 2

1.5X2.5M TOILET

- PUBLIC ZONE

4x4 LIVING

DINING 2.5X3M

4x4 LIVING

3x3.5m KITCHEN

3.5X3.2M BEDROOM 2 1.5X2.5M TOILET

3x3.5m KITCHEN

4x4 LIVING

4x4 LIVING

3.5x4m BEDROOM 2

BEDROOM 2 3.5x4m

3.5x4m BEDROOM 2

4x4 LIVING

LIVING 4x4

TOILET 1.5X2.5M

1.5X2.5M TOILET

DINING 2.5X3M

3.5X3.2M BEDROOM 2

1.5X2.5M TOILET

4x4 LIVING

LIVING 4x4

3x3.5m KITCHEN

BEDROOM 2 3.5x4m

KITCHEN 3x3.5m TOILET 1.5X2.5M

TOILET 1.5X2.5M

BEDROOM 2 3.5X3.2M BEDROOM 2 3.5X3.2M

2.5X3M DINING

DINING 2.5X3M TOILET 1.5X2.5M

2.5X3M DINING

KITCHEN 3x3.5m

1.5X2.5M TOILET

1.5X2.5M TOILET 3x3.5m KITCHEN

4x4 LIVING

KITCHEN 3x3.5m

LIVING 4x4

TOILET 1.5X2.5M

3.5X3.2M BEDROOM 2

DINING 2.5X3M 1.5X2.5M TOILET

2.5X3M DINING

DINING 2.5X3M TOILET 1.5X2.5M

2.5X3M DINING

3.5X3.2M BEDROOM 2

TOILET 1.5X2.5M

1.5X2.5M TOILET

4x4 LIVING

LIVING 4x4

KITCHEN 3x3.5m

BEDROOM 2 3.5x4m TOILET 1.5X2.5M BEDROOM 2 3.5X3.2M

KITCHEN 3x3.5m

2.5X3M DINING

BEDROOM 2 3.5X3.2M

TOILET 1.5X2.5M

DINING 2.5X3M

BEDROOM 2 3.5x4m

BEDROOM 2 3.5X3.2M

TOILET 1.5X2.5M

KITCHEN 3x3.5m

3x3.5m KITCHEN

1.5X2.5M TOILET

- PRIVATE ZONE

3.5X3.2M BEDROOM 2 1.5X2.5M TOILET 3.5x4m BEDROOM 2

- BALCONY

3x3.5m KITCHEN

1.5X2.5M TOILET

- VERTICAL CORE 3.5X3.2M BEDROOM 2

3.5X3.2M BEDROOM 2

1.5X2.5M TOILET

1.5X2.5M TOILET

PLAN

3.5x4m BEDROOM 2

2 BHK , TYPE 2 2 BHK , 4 UNIT PER FLOOR ( 80 SQM )

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

13.8 F

F

F

F

F

F

2.1 F

F

0.9

3.0

CROSS SECTION

BALCONY 5X1.8M

UTILITY 3.5X1.8M

BALCONY 5X1.8M

BALCONY 5X1.8M

ELEVATION

UTILITY 3.5X1.8M

BALCONY 5X1.8M

BEDROOM 1 5X4M

BEDROOM 1 5X4M

BALCONY 1.8X4M

BALCONY 1.8X4M

KITCHEN 3.5x4.2

LIVING 5X4.5M

BEDROOM 3 5x5m

BEDROOM 3 5x5m

KITCHEN 3.5x4.2

LIVING 5X4.5M

BEDROOM 2 5X4M

BEDROOM 2 5X4M

TOILET 1.5X2.1M

TOILET 1.5X2.5M

TOILET 1.5X2.5M

TOILET 1.5X2.1M

DINNING 3 x 2.2M

DINNING 3 x 2.2M

TOILET 1.5X2.5M

TOILET 1.5X2.5M

services

1.5X2.5M TOILET

1.5X2.5M TOILET

3 x 2.2M DINNING

3 x 2.2M DINNING

5X4M BEDROOM 2

1.5X2.5M TOILET

5X4M BEDROOM 2 5X4.5M LIVING

BALCONY 1.8X4M

+0.45 1.5X2.5M TOILET

1.5X2.1M TOILET

1.5X2.1M TOILET

3.5x4.2 KITCHEN

5x5m BEDROOM 3

5x5m BEDROOM 3

5X4.5M LIVING

3.5x4.2 KITCHEN

5X4M BEDROOM 1

5X4M BEDROOM 1 BALCONY 5X1.8M

UTILITY 3.5X1.8M

BALCONY 5X1.8M

BALCONY 5X1.8M

UTILITY 3.5X1.8M

BALCONY 1.8X4M

BALCONY 5X1.8M

STILT PARKING 12 CARS

PLAN

3BHK (MANAGERIAL CLASS) 3 BHK , 4 UNIT PER FLOOR, 190 SQM, G+3 , 24 UNITS

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

26.7 F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

3.0

CROSS SECTION UTILITY 3x1.8m

BALCONY 4x1.8m

BEDROOM 1 4x3m

KITCHEN 3x3.5m

BALCONY 5x1.8m

ELEVATION

BALCONY 5x1.8m

LIVING 5x5

UTILITY 3x1.8m

BALCONY 4x1.8m

BEDROOM 1 4x3m

KITCHEN 3x3.5m

LIVING 5x5

1 2 3

BEDROOM 2 4x3m

BEDROOM 2 4x3m

TOILET 1.5X2.5M

TOILET 1.5X2.1M

DINNING 3X2.5M

DINNING 3X2.5M

TOILET 1.5X2.1M

services

TOILET 1.5X2.5M

+0.45

22.0

3 2 1

TOILET 1.5X2.5M

1.5X2.1M TOILET

3X2.5M DINNING

1.5X2.5M TOILET

1.5X2.1M TOILET

3X2.5M DINNING

4x3m BEDROOM 2

4x3m BEDROOM 2

4x3m BEDROOM 1

4x1.8m BALCONY

3x3.5m KITCHEN

3x1.8m UTILITY

5x5 LIVING

5x5 LIVING

5x1.8m BALCONY

3x3.5m KITCHEN

4x3m BEDROOM 1

4x1.8m BALCONY

3x1.8m UTILITY

5x1.8m BALCONY

32.4

23 STILT + 5 SURFACE PARKING = 28 CARS

PLAN

2 BHK TYPE 1 ( OFFICER CLASS ) 2 BHK , 4 UNIT PER FLOOR,105 SQM 112 UNITS

F

CROSS SECTION

BEDROOM 1 3.8x4.2m

ELEVATION

BEDROOM 1 3.8x4.2m

TOILET 1.8X2.5M

TOILET 1.8X2.5M

BEDROOM 2 4.2x4.2m

BEDROOM 2 4.2x4.2m

TOILET 1.8X2.5M

TOILET 1.8X2.5M FAMILY ROOM 5.4 X4.2M DINNING UTILITY

STUDY ROOM 4 X 3.5M

KITCHEN 4x4m LIVING 5x5

TARRACE 7x5

FOYER 2X2M

BALCONY 4 X 1.8M

FIRST FLOOR

GROUND FLOOR

4BHK VILLA , G+1

SOFTWAR FOR MANAGERIAL CLASS 1

2

3

4

5

1

6

2

A

B

C D

E

F

ELEVAT

CROSS S

RE : REVIT

3

TION

SECTION

4

5

6 A

B

C D

E

F

COMMERCIAL COMMERCIAL 0.5

1.7

5.7

1.7

SITE SE

ECTION

0.5

1.7

5.7

1.7

02

SHOPPING MALL

DESIGN BRIEF PROPOSED SHOPPING MALL Location

: Nehru Maidan , Mangalore

Area

: 15,186 Sqm

Professor : AR. Abhishek Patil Year

: 2022

To design a Shopping mall that maximizes space utilization, enhances customer experience, and incorporates aesthetic appeal and Planning the layout for retail spaces, common areas, food courts, entertainment areas, and service facilities including parking facilities, utilities, HVAC systems, and safety measures.

MASTER

R PLAN

BASEMENT PLAN

3RD FLOOR PLAN

1ST FLOOR PLAN

SITE PLAN

CROSS S

CROSS S

FRONT EL

SECTION

SECTION

LEVATION

WORKING DRAWING Name

Proposed Residence for Mr. Kulkarni

Location

Narayanpur , Dharwad , Karnataka

Site Area

Sq.m

Builtup Area

Sq.m

Year

2022

Professor

Ar. Suchitra

6

5

601

603

UP

LADIES LOUNGE

1188

1338

W7

502 502

832

E

1287

+450 LVL

1518

D2

986

1188

KITCHEN 2974 2976

1268

D2

+470 LVL

1274 627

+600 LVL

1245

1693

1463

STORE ROOM

2523

1387

1952 3586

D3

411

+470 LVL

+470 LVL

279 1084

TOILET

D2

1630

1126

815

641

D2

TOILET

COMMON TOILET

MAIDS ROOM

4

D3

3556

392

1772 1774

1408 V1

3

D3

1848

2348

V1

D

D3

1353

3442

C

1437 2229

+450 LVL

UTILITY

1848 3165

V2

UP

2752

20000

DINING

36

100

S.S HANDRAIL

35 14

1399

4536 3

2

+1500 LVL

A'

4

DOWN

UP

396

F

3

THREAD:300MM RISER:150MM

3

1

UP

2

600 M M HEIGHT WALL OF 230 M M THICK

3

3817

3

394 VERTICAL LOUVERS

UP

VERTICAL LOUVERS

2 1

+0.45LVL

2976 W9

455

1016 MD

LIVING ROOM 2644

2MM DEEP X 20MM WIDE GROOVE

R E S I D E N C E

4

3707

40

100 X 35 T.W MULLLION

+300LVL

THREAD:300MM RISER:150MM

1199 5

W8

+600LVL +300 LVL

7

785

9 8

6

5°

DOWN

LIBRARY

11 10 W2

A

1001

15 X 35 T.W PANEL

1801

100 x 35 TEAKWOOD TOP RAIL

2089

950 2748

2085

3408

859

1154

4060

GUEST BEDROOM

B

1600

1156

W6

2

1185

W3

W5

1370

A

1353

15 THK T.W PANEL

4

15000

W4

1613

120 x 100 TEAKWOOD FRAME

3 B'

CHAJJA

593

100 THK CONCRETE LINTEL

1200

2

1

603

B

P R O P O S E D

FOYER PARKING

+450 LVL

+0 LVL

889

G

PORCH

4066

1

THREAD:300MM RISER:150MM

3 2 SW1

+450 LVL

1 UP

+0 LVL

3 2 GARDEN

+300 LVL

B

GROUND FLOOR PLAN

KEY PLAN

A T

2100

2100

100 X 35 TEAKWOOD MULLION

DETAIL AT A (SCALE 1:5)

20 X 170 S.S DOOR KNOB

A

15 THK T.W PANEL

A' 35

2 MM DEEP ARCHITRAVE 100

100 X 35 TEAKWOOD STILE

62

B

FINISHED FLOOR LEVEL

100 x 35 TW BOTTOM RAIL 120 X 100 T.W FRAME

83

100

100 X 35 TEAKWOOD BOTTOM RAIL

120

DETAIL AT B (SCALE 1:5)

B'

ELEVATION SECTION AT B-B'

INSIDE

120 X 100 T.W FRAME

12 MM INTERNAL PLASTER 230 THK BRICK WALL

100 X 35 T.W STILE

100 X 35 TEAKWOOD STILE 100

H U B LC I DRAWING TITLE:WORKING DRAWING OF MAIN DOOR .

PROJECT: PROPOSED RESIDENTIAL BUILDING AT HUBLI. ASSOCIATE ENGINEER: Er. SHUBHAM.BADDI. SCHOOL OF ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY

120

62

100 x 40 M.S HOLDFAST

100

25 MM EXTERNAL PLASTER 120 x 100 TEAKWOOD FRAME

R O A DB

83

35

1200 OUTSIDE SECTIONAL PLAN AT A-A'

A

G O K U L

DETAIL AT C (SCALE 1:5)

NAME: VAISHNAVI.M.BADDI USN: 01FA19BAT075 DATE : SHEET NO: SCALE : 1:10 SUBJECT: WORKING DRAWING SEM: 5TH , DIV:'B' UNDER THE GUIDANCE OF: AR. DIVYA.SHARMA AR. PRIYA.M SIGNATURE: REMARKS:

1

WD

TO

1600

1245

SW1

UP

100 X 35 TEAKWOOD STILE

GROUND FLOOR PLAN

10 X 14 T.W LIPPING

KEY PLAN DETAIL AT A (SCALE 1:5)

17

SOIL PIPE UPVC

100ASTRAL MM DIA

R R E E S 23O THK BRICK WALL S HOT WATER I FLUSH VALVE @ 25 MM LVL. I COLD WATER D600X350MM C-CHAIR TYPE STANDCOUNTER WALL D COLD WATER CERAMIC MOUNTED EWC. JAGUAR TOP WASH BASIN @750MM. E SOIL PIPE E SOIL PIPE B' DIVERTER VALVE FAUCET. JAGUAR HEALTH JAGUAR COMMODE OF SIZE N690X385X715MM. N WWP WWP MIRROR 600X600MM @ C 900MM LVL FROM FFL.WALL C C-CHAIR TYPE STAND C' MOUNTED EWC. ETILE DROP E

GLAZED TILES UP FAN WITH SIZE DADO 700X750MM, TO CEILING. SILVER STAINLESS STEEL 230MM THICK BRICK WALL. HANGER. JAGUAR COMMODE OF HOT WATER@ . SIZE MIRROR 600X600MM 690X385X715MM. 900MM LVL FROM FFL.

1700 .

.

A T

ASTRAL ASTRAL

ASTRAL

H U B L I

200

.

385

.

10 X 14 T.W LIPPING 2 MM DEEP 10 WIDE GROVE

SCHEDULE OF OPENINGS.

6 MM THK GLASS

100

36

SHOWER AT 1900MM, 400X300MM GEYSER HAVELLS INSTANIO.

600

2700

2700

150MM THK RCC SLAB

150X150MM CERAMIC TILES ,

PROPOSED RESIDENTIAL BUILDING KAJARIA OF LIGHT BROWN .

AT HUBLI.

ASSOCIATE ENGINEER: PROPOSED RESIDENTIAL BUILDING Er. SHUBHAM.BADDI. AT HUBLI. ASSOCIATE ENGINEER: 300MM SUNKEN AREA. SCHOOL OF ARCHITECTURE Er. SHUBHAM.BADDI.

JAGUAR COMMODE OF SIZE 690X385X715MM. C-CHAIR TYPE STAND WALL MOUNTED EWC.

KLE TECHNOLOGICAL UNIVERSITY NAME: VAISHNAVI.M.BADDI

300MM SUNKEN AREA.

SCHOOL OF ARCHITECTURE USN: 01FA19BAT075 KLE TECHNOLOGICAL UNIVERSITY

D2

SECTIONAL ELEVATIO @ C-C'

TOILET (FIRST FLOOR).

SECTIONAL ELEVATIO 1500X2500MM 1 @ C-C'

NAME USN: 2500 0 SHEET SUBJE SEM: 5 UNDE AR. DI AR. PR SIGNA

VENTILATOR OF 700X 750MM OF UPVC, FIXED WITH

BATHROOM DETAIL.(TOILET DETAIL) .

1500

WD

SCHO KLE TE

300 MM RCC BEAM

DRAWING TITLE:WORKING DRAWING OF GLASS AND 8MM THK BATHROOM DETAIL.(TOILET DETAIL) .

HAVELLS EXHAUST FAN.

600X350MM CERAMIC COUNTER DRAWING TITLE:WORKING DRAWING OF JAGUAR TOP WASH BASIN @750MM. PROJECT:

2500 850

1500

PROJ PROP AT H ASSO Er. SH

23O THK BRICKSECTIONAL WALL ELEVA

I

230MM THICK BRICK WALL.

DRAW WIND

750

750

TOILET (FIRST FLOOR).

1500X2500MM 12 MM INTERNAL PLASTER

51

600X350MM CERAMIC COUNTER THICK BRICK WALL. JAGUAR TOP WASH BASIN @750MM.230MM PROJECT:

1500

WD

UPVC UPVC

R 1 O WD A D DETAIL AT B (SCALE 1:5) 150MM THK RCC SLAB H 300 MM RCC BEAM H U B U 150X150MM CERAMIC TILES , L BKAJARIA OF LIGHT BROWN .

I V1 LMIRROR 600X600MM @

300MM SUNKEN AREA.

1500

.

DARK GREY DARK GREY

ASTRAL

2700

UPVC

300

UPVC

DARK GREY

150

DARK GREY

20ASTRAL MM DIA

750

20ASTRAL MM DIA

UPVC HOT WATER

300

300MM SUNKEN AREA.

A

COLD WATER

GREYTHICK COLOUR,OF ASTRAL PIPE 12MM WWP PIPEPLASTERING. 32 MM DIA DARK GREY

38

150

900 715

300MM SUNKEN AREA.

BRASS PLAIN SPOUT CIKA BATH

2500 850

DARK GREY

BLACK

LEGEND .

2700

63

A

1700

JAGUAR COMMODE OF SIZE 690X385X715MM. C-CHAIR TYPE STAND WALL MOUNTED EWC.

SECTIONAL ELEVATION @ B-B'

HAVELLS

WHITE

900MM LVL FROM FFL.

MIRROR 600X600MM @ 900MM LVL FROM FFL.

300 600 200 385

750

375

150X150MM CERAMIC TILES , KAJARIA OF LIGHT BROWN .

750

1900

2700

600

750

300

600

150MM THK RCC SLAB

150X150MM CERAMIC TILES , KAJARIA OF LIGHT BROWN .

200X200MM ANTI1500 SKID VITRIFIED TILES.

HAVELLS

STEEL GREY 15L VERTICAL

15 CM

ASTRAL

R O A D

300 MM RCC BEAM

2700

150

750 2500 850

385

1900

200 600

300

690X385X715MM. C-CHAIR TYPE STAND WALL

MOUNTED EWC. 230MM THICK BRICK WALL.

SECTIONAL ELEVATION @ B-B'

100 MM DIA

SILL HEGHT @ 1600MM LVL.

VENTIL AIR DX

400MMX300MM

TAPS

D UPVC SET 20 WITH 4 TEE BUCKET HOT WATER 20 MM DIA MM DIA DARK GREY 100 XHOLLOW 75 T.W FRAME UPVC UPVC COLD WATER PIPE, FILLER.

17

VENTILATOR OF 700X 750MM OF UPVC, FIXED WITH 8MM THK GLASS AND HAVELLS EXHAUST FAN.

2700

75

2700

60

150 750

2500

450

450

375

100 85

450

150X150MM OF ANTI-SKID TILES. JAGUAR COMMODE OF SIZE

TOILET (FIRST FLOOR).

1500X2500MM

SOIL PIPE

THERMO-PLASTIC JAGUAR

STAINLESS STEEL INDOROX

GEYSER

R O A D

200X200MM ANTIANNOT: G SILL SILL LINTEL 75 G SIZE LINTELSIZE SKIDANNOT: VITRIFIED TILES. D2 750 X 2100 2100 O D263 750 X 2100 O D2 2100 1001500 X 75 T.W FRAME K K 2100 600 X 750 750 U 750V2 2100 600 X 750 V2 U 10 Ø M.S BAR L L

WD

300 MM RCC BEAM

V1

600X350MM CERAMIC COUNTER JAGUAR TOP WASH BASIN @750MM. 150X150MM CERAMIC TILES ,

D2

.

DARK GREY

100MM DIA HOLLOW 150X150MM OF ANTI-SKID TILES.

TOILET (FIRST FLOOR).

1500X2500MM

375 150 375 450 450

C'

VENTILATOR OF 700X 750MM OF UPVC, FIXED WITH 8MM THK GLASS AND HAVELLS EXHAUST FAN.

EXHAUST FAN 200MMX200MM

SCHEDULE OF OPENINGS.

SHOWER AT 1900MM, 400X300MM GEYSER HAVELLS INSTANIO.

KAJARIA OF LIGHT BROWN .

1500

20 MM DIA

T UPVC SOIL PIPE

150MM THK RCC SLAB

400X300MM GEYSER HAVELLS INSTANIO.

HAVELLS

230MM THICK BRICK WALL.

1

WHITE

LIGHT BROWN CERAMIC TILES KAJARIA

DETAIL V1 OF VENTILATOR-2

HAVELLS

BRASS PLAIN SPOUT CIKA BATH

COLD WATER

100MM DIA HOLLOW UPVC SOIL PIPE

SECTIONAL ELEVATION @ A-A'

150MM THK RCC SLAB

V1

WHITE

32MM DIA HOLLOW 600X350MM CERAMIC COUNTER UPVC WASTE WATER PIPE JAGUAR TOP WASH BASIN @750MM.

SECTIONAL ELEVATION @V1 A-A'

B'

GREY

15 CM

32MM DIA HOLLOW UPVC WASTE WATER PIPE

SILL HEGHT @ 1600MM LVL.

MIRROR 600X600MM @300 MM RCC BEAM 900MM LVL FROM FFL. SHOWER AT 1900MM, TILE DROP

D2

750

C-CHAIR TYPE STAND WALL MOUNTED EWC.

DETAIL AT A (SCALE 1:5) HEALTH FAUCET. JAGUAR 375 150 375 450 450

375 150 375 450 450

2500 850

SILL HEGHT @ 1600MM LVL.

V1

WHITE

100 DIA

NAHANI TRAP

COMPANY. MATERIAL. VITRIFIED , KAJARIA ANTI-SKID TILES VITRIFIED , KAJARIA ANTI-SKID TILES CERAMIC SINK JAGUAR

750

2700

300

300

3000

10

A

2500

690X385X715

VENTIL AIR DX

TAPS

D2 DETAIL AT A (SCALE 1:5) A

DETAIL OF 125X 75 T.W FRAME FLUSH VALVE @ 25SLIDING MM LVL. WINDOW-1

600X350MM

150X150MM

COMMODE

THERMO-PLASTIC JAGUAR

STAINLESS STEEL INDOROX

BLACK

300

900 715

900 715

JAGUAR TOP WASH BASIN @750MM.

GLAZED TILES DADO UP 230MM THICK BRICK WALL. TO CEILING. 200X200MM ANTI200X200MM ANTISILVER STAINLESS STEEL VITRIFIED TILES. TOILET FLOOR).

10(FIRST Ø M.S SAFETY BAR SKID SKID VITRIFIED TILES. 1500X2500MM 1 HANGER. 35 X 100 T.W BOTTOM WD 10 JAGUAR COMMODE OF SIZE RAIL 690X385X715MM.

SINK

DADOING

WHITE

GREY

STEEL GREY 15L VERTICAL

.

C-CHAIR TYPE STAND WALL MOUNTED EWC.

C

100 DIA

400MMX300MM

.

DIVERTER VALVE JAGUAR COMMODE OF SIZE 690X385X715MM.

D2 10 MM TOUGHENED GLASS 150X150MM OF ANTI-SKID TILES.

230MM THICK BRICK WALL.

15

B

LIGHT BROWN CERAMIC TILES KAJARIA

690X385X715

GEYSER

900 715

58

BROWN

450

600X350MM CERAMIC COUNTER JAGUAR TOP WASH BASIN @750MM.

75

51

100

TILE DROP

G O 150X150MM OF K 230MM THICK B U ANT 200X200MM SKID VITRIFIED L

600X350MM CER JAGUAR TOP W

.

COLOUR. GREY

600

57 10

3000 85

150X150MM

SIZE.

WWP PIPE 32 MM DIA 12 MM INTERNAL PLASTER

600X350MM CERAMIC COUNTER DRY AREA JAGUAR TOP WASH BASIN @750MM.

750

15

WHITE

COMPANY.

CONTENT.

VENTILATOR WITH EXHAUST

MIRROR 600X600MM @ 900MM LVL FROM FFL.

1700

1700

3000

10

C-CHAIR TYPE STAND WALL

230MM THICK BRICK WALL.

MOUNTED EWC. SHOWER AT 1900MM, B' JAGUAR HEALTH FAUCET. SET WITH 4 TEE BUCKET MIRROR 600X600MM @ MIRROR 600X600MM @ 900MM LVL FROM FFL. 900MM LVL FROM FFL. FILLER. C' C' DETAIL AT C (SCALE 1:5) TILE DROP TILE DROP 12MM THICK PLASTERING. 15 X 12 T.W BEADING 600X350MM CERAMIC COUNTER

B'

600X350MM

COMMODE

17

2700

80

2700

125

10

80

80

C-CHAIR TYPE STAND WALL 40 DRY AREA MOUNTED EWC.

SINK

VITRIFIED , KAJARIA 200X200MM WET AREA ANTI-SKID TILES JAGUAR CERAMIC SINK 200X200MM DRY AREA

, KAJARIA LEGEND P VITRIFIED ANTI-SKID TILES

375 150 375 450 450

HANGER.

MATERIAL.

BROWN

DADOING

VENTILATOR WITH EXHAUST 78 FAN WITH SIZE 700X750MM,

JAGUAR COMMODE OF SIZE NAHANI TRAP. 690X385X715MM. FLUSH VALVE @ 25 MM LVL. DIVERTER.

COLOUR. GREY

NAHANI TRAP

20 MM DIA HOLLOW WET AREA UPVC COLD WATER PIPE, GREY COLOUR,OF ASTRAL PIPE

75

SIZE. 200X200MM 200X200MM

3000

A'

DIVERTER.

CONTENT. WET AREA

DRY AREA

1900

A'

10 Ø M.S SAFETY BAR NAHANI TRAP.

LEGEND .

EXHAUST FAN 200MMX200MM

20MM DIA HOLLOW UPVC HOT WATER PIPE, GREY COLOUR ,ASTRAL PIPE

TOILET (FIRST FLOOR).

1500X2500MM

1

MIRROR 600X60 900MM LVL FRO

10 Ø M.S SAFETY WD GRILL

R O 10 X 14 T.W LIPPINGO P150MM THK RCC SLAB 200X200MM ANTIP 2 MM DEEP 10 WIDE O SKID VITRIFIED TILES. 300 MM RCC BEAM 400X300MM GEYSER GROVE O SHOWER AT 1900MM, S HAVELLS SET WITHINSTANIO. 4 TEE BUCKET 6 MM THK GLASS S NAHANI TRAP. EFILLER. 20MM DIA HOLLOW DIVERTER. UPVC10 HOT Ø WATER PIPE,BAR LEGEND E M.S D GREY COLOUR ,ASTRAL PIPE SHOWER AT 1900MM,

45°

10

SILL HEGHT @ 1600MM LVL.

SHOWER AT 1900MM, SET WITH 4 TEE BUCKET FILLER.

150X150MM OF ANTI-SKID TILES.

A

600

10

15 60

INSIDE SECTIONAL PLAN ATPRA-A'

400X300MM GEYSER HAVELLS INSTANIO.

HEALTH FAUCET. DETAIL AT BJAGUAR (SCALE 1:5)

385

DETAIL AT A (SCALE 1:5) 6 MM THK GLASS

150MM THK RCC SLAB

400X300MM GEYSER GLAZED TILES DADO UP TO CEILING. HAVELLS INSTANIO. SILVER STAINLESS STEEL

A T

JAGUAR HEALT

12 MM INTERNAL PLASTER 80

125

300 MM RCC BEAM

GLAZED TILES DADO UP TO CEILING. SILVER STAINLESS STEEL HANGER. JAGUAR COMMODE OF SIZE 690X385X715MM.

200

80

10

35

100 85

125X 75 T.W FRAME

V1

200X200MM SHOWER ATANTI1900MM,

A

F

C-CHAIR TYPE S MOUNTED EWC

DETAIL OF SLIDING WINDOW-1 D2

C

REMARKS:

35

SET WITH 4 TEE BUCKET 15 X 12 T.W VITRIFIED BEADING FILLER. SKID TILES.

E

SILL HEGHT @ 1600MM LVL.

DRY AREA

10 Ø M.S SAFETY BAR 100 X 65 T.W FRAME B 35 X 100 T.W BOTTOM 10OUTSIDE RAIL

10 MM TOUGHENED 200X200MM ANTIGLASS SKID VITRIFIED TILES.

FLUSH VALVE @ 25 MM LVL.

600

230 THK BRICK WALL

SHEET NO: SCALE : 1:20,1:10 A SUBJECT: WORKING DRAWING

35 X 100 T.W STILE

SHOWER AT 1900MM, 125X 75 T.W SET MULLION WITH 4 TEE WET BUCKET AREA

D

G

SILL HEGHT @ 1600MM LVL.

400X300MM GEYSER HAVELLS INSTANIO.

B C

200X200MM ANT SKID VITRIFIED 400X300MM GEY HAVELLS INSTA

1060

25 MM EXTERNAL PLASTER

V1 SILL HEGHT @ 200X200MM ANTI1600MM LVL. SKID VITRIFIED TILES.

10

V1

A

R 100 E DRAWING TITLE:WORKING DRAWING OF 10 Ø M.S SAFETY GRILL WINDOW AND VENTILATOR. S @ 75 MM C/C NAHANI TRAP. 15 85 PROJECT: DIVERTER. 40 I 15 85 58 PROPOSED RESIDENTIAL BUILDING SHOWER AT 19 WET AREA SET WITH 4 TEE DETAIL AT B (SCALE 1:5) AT HUBLI. D FILLER. ASSOCIATE ENGINEER: 12MM THICK PLA B' E Er. SHUBHAM.BADDI. GLAZED TILES D DETAIL AT C (SCALE 1:5) TO NCEILING. 15 X 12 T.W BEADING ELEVATION SILVER STAINLE SCHOOL OF ARCHITECTURE HANGER. KLE TECHNOLOGICAL UNIVERSITY C 10 MM TOUGHENED GLASS JAGUAR COMMO 690X385X715MM NAME: VAISHNAVI.M.BADDI E VALVE @ USN: 01FA19BAT075 DATE : SECTION AT B-B' FLUSH

12MM THICK PLASTERING.

A

A'

750

75 X 125 TEAKWOOD FRAME

75 FILLER. 12MM THICK PLASTERING.

35

15 X 12 T.W BEADING

6 MM THK GLASS A

100 X 35 TEAKWOOD STILE

1

75

A'

75

1100

OUTSIDE

NAHANI TRAP. DIVERTER.

1

100

100 X 65 T.W FRAME 10 Ø M.S SAFETY BAR 125X 75 T.W MULLION

KEY PLAN 1:200

WD

100 THK CONCRETE 35 X 100 T.W STILE LINTEL 10 MM TOUGHENED GLASS

10 THK TOUGHENED GLASS

SECTIONAL PLAN AT A-A'

P R O P O S E D

75 X 125 TEAKWOOD FRAME KEY PLAN 1:200

10 Ø M.S SAFETY GRILL BAR

B

NAME: VAISH USN: 01FA19B SHEET NO: SUBJECT: WO SEM: 5TH , D UNDER THE G AR. DIVYA.SH AR. PRIYA.M SIGNATURE:

100 X 35 TEAKWOOD STILE

750

2100

DETAIL AT B (SCALE 1:5)

SCHOOL OF A KLE TECHNOL

25 MM EXTERNAL PLASTER

DETAIL AT B (SCALE 1:5)

B

C

TOILET (FIRST FLOOR).

1500X2500MM

23O THK BRICK WALL

OUTSIDE

SECTIONAL PLAN AT A-A'

375

760

D2 OILET (FIRST FLOOR).

1500 1500X2500MM

1210MM INTERNAL Ø M.S SAFETY GRILL BAR PLASTER 1060

75

1060

80

1100 51

125

100

1100

125

10 Ø M.S BAR

760 B

23O THK BRICK 230 THK BRICK WALL WALL

35

230 THK BRICK WALL 10 THK TOUGHENED GLASS

C

SEM: 5TH , DIV:'B' 12 MM INTERNAL PLASTER UNDER THE GUIDANCE OF: AR. DIVYA.SHARMA SECTION AT B-B' AR. PRIYA.M 12 MM INTERNAL PLASTER SIGNATURE:

51

INSIDE 800

DRYSILL AREA HEGHT @ V1 1600MM LVL.

SECTION AT B-B'

38

1100

10

36

100 X 35 TEAKWOOD BOTTOM RAIL

10 Ø M.S BAR

ELEVATION

B'

WD

6 MM THK GLASS 100 X 75 T.W FRAME

12 MM INTERNAL PLASTER

INSIDE 800

1060

100 X 75 T.W FRAME FLOOR FINISH LEVEL

17

TOILET (FIRST FLOOR).

1500X2500MM

2 MM DEEP 10 WIDE GROVE A

75 63 ELEVATION

B'

2 MM DEEP 10 WIDE GROVE

38

OW-1

1

100 X 35 TEAKWOOD BOTTOM RAIL

PROJECT: PROPOSED AT HUBLI. ASSOCIATE Er. SHUBHA

FLOOR FINISH LEVEL

100 X 35 TEAKWOOD STILE

D2

2100

B

6 MM THK GLASS

75 63

C

63

+300 LVL

GARDEN

10

63

51

75

10 THK TOUGHENED GLASS

DETAIL AT A (SCALE 1:5)

WET AREA B

75

+0 LVL

2

10 Ø M.S SAFETY GRILL

85

1338

4536 785

DRAWING T WINDOW AN

1

3

10 X 14 T.W LIPPING

15

10 Ø M.S SAFETY GRILL

2

PORCH +450 LVL

36

57 10

45°

100 x 35 TEAKWOOD TOP RAIL

12 MM INTERNAL PLASTER

A'

DRY AREA

2089

1188

1188

627 1126

57 10

601

+0 LVL

H U B L I

75 X 125 T.W FRAME

10 Ø M.S BAR 100 X 75 T.W FRAME

100

1 100

PARKING

THREAD:300MM RISER:150MM

80

100 THK CONCRETE LINTEL

A

A'

17

51

1399

2644

A' FOYER

H U B L I

3

80

DETAIL OF VENTILATOR-2

5)

A'

23O THK BRICK WALL

W9

MD

A

4066

600

2 MM DEEP 10 WIDE GROVE 6 MM THK GLASS

23O THK BRICK WALL

WET AREA

1

455

1016

LIVING ROOM

+450 LVL

100

V1

2

UP

R O A D

10 X 14 T.W LIPPING

17

2976

U L

3000

SILL HEGHT @ 1600MM LVL.

3

3817 VERTICAL LOUVERS

+0.45LVL

A T

12 MM INTERNAL PLASTER 6 MM THK GLASS

75

60

A'

UP

2

889

12 MM INTERNAL PLASTER

3

4

DOWN

UP

3

G

78

W8

THREAD:300MM RISER:150MM

3

1

600 M M HEIGHT WALL OF 230 M M THICK

10

15 100 85

2

394 VERTICAL LOUVERS

10

10

3

10 THK TOUGHENED GLASS

+300LVL

THREAD:300MM RISER:150MM

1199 4

5 +1500 LVL

3707

125

+600LVL +300 LVL

7 6

396

DETAIL OF G O SLIDING WINDOW-1 K

125X 75 T.W FRAME 750

B

2100

1370

3408 815 392 9

1001

600

80

10

80

80

600

10

1693

1463

20000

11

8

INSIDE 35 80 DETAIL AT A (SCALE 1:5) 10 Ø M.S SAFETY GRILL 125 SECTIONAL PLAN AT A-A'

V1

DOWN

R O A D

100 x 35 TEAKWOOD TOP RAIL

10 Ø M.S BAR 100 X 75 T.W FRAME

502 502

LIBRARY

45°

10

LADIES LOUNGE

UP

10

A

F

10 Ø M.S SAFETY GRILL @ 75 MM C/C

RAIL

78

1287

6 MM THK GLASS

A'

10 Ø M.S SAFETY BAR 100 X 65 T.W FRAME

10

KITCHEN

UP

986

2752

75 X 125 T.W FRAME

DETAIL OF VENTILATOR-2

W7

DINING

OUTSIDE 35 X 100 T.W BOTTOM

AT B-B'

+600 LVL

D2 +450 LVL

1387

2 MM DEEP 10 WIDE GROVE 6 MM THK GLASS

1274

2974 2976

1268

D2

+470 LVL

1518

2100 35

+470 LVL

COMMON TOILET

1952 3586

3556

TOILET 2523

V1

E

+470 LVL

D2

1630

STORE ROOM

279 1084

TOILET

MAIDS ROOM

4

D3

D3

411

1408

D

D3

V2

1353

V1

641

D2

1437 2229

+450 LVL

3

D3

3165 1772 1774

1801

A

950 2748

UTILITY

1848

2348

C

R E S 15 85 40 15 85 58 I DETAIL AT B (SCALE 1:5) D B' E DETAIL AT C (SCALE 1:5) N 15 X 12 T.W BEADING ELEVATION C 10 MM TOUGHENED GLASS SECTION AT B-B' E 230 THK BRICK WALL 100

GUEST BEDROOM

1848

W2

A

859

1154

4060

2085

15 X 12 T.W BEADING

1156

W6

2

1185

75

W3

B

1353

100 X 65 T.W FRAME

75

A

100 THK CONCRETE LINTEL

10 X 14 T.W LIPPING W5

1613

10 Ø M.S SAFETY BAR 125X 75 T.W MULLION

6

5

B

W4

3442

100 THK CONCRETE 10 MM TOUGHENED LINTEL GLASS

4

15000

593

750

3

B'

CHAJJA

603

35 X 100 T.W STILE

B

2

1

10 Ø M.S SAFETY GRILL

600

P R O P O S E D

KEY PLAN 1:200

100 X 35 TEAKWOOD STILE

L

INSIDE 3000 SECTIONAL PLAN AT A-A'

603

25 MM EXTERNAL PLASTER 75 X 125 TEAKWOOD FRAME

832

OUTSIDE SECTIONAL PLAN AT A-A'

2100

B

DATE : SHEET NO: SCALE : 1:20 NAME: VAISHNAVI.M.BADDI SUBJECT: WORKING DRAWING 1500 USN: 01FA19BAT075 SEM: 5TH , DIV:'B' DATE : UNDER: THE SHEET NO: SCALE 1:20 GUIDANCE OF: SUBJECT: WORKING DRAWING AR. DIVYA.SHARMA AR. PRIYA.M SEM: 5TH , DIV:'B' SIGNATURE: REMARKS: UNDER THE GUIDANCE OF:

AR. DIVYA.SHARMA AR. PRIYA.M SIGNATURE:

SECTIONAL ELEVATION @ B-B' REMARKS: 2500

SECT

BUILDING CONSTRUCTION MATERIALS 2022

Professor

Ar. Sanketh Ghanti

4)

ROLLED T- SECTIONS : T- SECTION CONSISTS OF FLANGE AND WEB ARRANGED IN 'T' SHAPE. THEY ARE USED IN STEEL ROOF TRUSSES TO FORM BUILT UP SECTIONS. TWO ANGLE SECTIONS CAN ALSO BE JOINED TO GET T SECTION ROLLED T-SECTIONS. SIZE VARIES FROM 20MM X 20MM X 3MM TO 150MM X 150MM X 10MM WITH 9N AND 228N AS THEIR CORRESPONDING WEIGHTS PER METER LENGTH.

ROLLED ROUND BARS : ROUND BARS CONTAIN CIRCULAR CROSS SECTION AND THESE ARE USED AS REINFORCEMENT IN CONCRETE AND STEEL GRILL

X'

BUILT- UP SECTIONS STANDARD SECTIONS

COLUMN

PLATES WELDED TO COLUMN AND ROOF BEAM

FABRICATION

JOINERY/

150

CONNECTION

WELDING

RIVETTING BOLTING

SEQUENCE

LIMITATIONS

X

WASHER PLATE

X

ROUND

HEXAGON

JOINERY STEEL STRUCTURES ARE A TYPE OF CONSTRUCTION THAT USES STEEL COMPONENTS TO CREATE A FRAMEWORK THAT SUPPORTS A BUILDING'S WEIGHT AND WITHSTANDS EXTERNAL FORCES SUCH AS WIND AND EARTHQUAKES.

WELDED JOINT

Y'

80

55

I BEAM, ISLB 150

Y'

CHARACTERISTICS:

THICKNESS OF FLANGE=6.8MM THICKNESS OF WEB=4.8MM

ISJC CHANNEL 150MM

STRENGTH: STEEL IS A HIGHLY DURABLE AND STRONG MATERIAL, WHICH MAKES IT AN IDEAL CHOICE FOR STRUCTURES THAT NEED TO WITHSTAND HEAVY LOADS AND EXTERNAL FORCES SUCH AS WIND OR EARTHQUAKES. DURABILITY: STEEL IS A HIGHLY DURABLE MATERIAL THAT CAN WITHSTAND HARSH WEATHER CONDITIONS AND OTHER EXTERNAL FACTORS THAT CAN CAUSE WEAR AND TEAR ON OTHER BUILDING MATERIALS.

Z SECTIONS:

TEE SECTIONS:

BOLTED JOINT

100

Y

X

X' RIVETED JOINT

X

FLANGE N

TEE BAR

HALF ROUND

I BEAM

HALF OVAL

SQUARE/RECTANGLE TUBING

A SP

Y' THICKNESS = 5MM

T SECTION ISNT 100

65

THICKNESS OF FLANGE=100MM THICKNESS OF WEB=10MM

Y'

WEB THICKNESS CIRCULAR HOLLOW SECTION

Y Corner Joint

Tee Joint

Edge Joint X

WIDE FLANGE BEAM

X'

SHEET/PLATE

Lap Joint

PIPE/ROUND TUBING SINGLE SQUARE GROOVE

SINGLE BEVEL GROOVE

SINGLE V- GROOVE

DOUBLE V- GROOVE

SINGLE J- GROOVE

DOUBLE J- GROOVE

SINGLE U- GROOVE

DOUBLE U- GROOVE

WELDED JOINT

65

Y

COST-EFFECTIVENESS: JOINERY STEEL STRUCTURES CAN BE FABRICATED OFF-SITE, WHICH CAN RESULT IN SHORTER CONSTRUCTION TIMES AND LOWER LABOR COSTS COMPARED TO TRADITIONAL CONSTRUCTION METHODS.

Butt Joint

CHANNEL

COLUMN -BEAM JOINERY

JOINERY OF TIE BEAM TO COLUMN

Y

ANGLE

X'

X'

JOINERY STEEL STRUCTURE :

SUSTAINABILITY: STEEL IS A HIGHLY SUSTAINABLE MATERIAL THAT CAN BE RECYCLED AND REUSED, FLAT BAR

JOINERY BETWEEN BEAM AND COLUMN

FOOTING JOINERY

Y

BEAM HEIGHT

3)

ROLLED CHANNEL SECTIONS : TWO CHANNEL SECTION OR 'C' SECTION CONSISTS TWO EQUAL FLANGES CONNECTED TO WEB AT BOTH ENDS. CHANNEL SECTIONS ARE EXTENSIVELY USED IN STEEL FRAMED STRUCTURES. THEY ARE AVAILABLE IN VARIOUS SIZES RANGING FROM 100MM X 45MM TO 400MM X 100MM CORRESPONDING UNIT WEIGHTS ARE 58 N AND 494 N PER METER LENGTH RESPECTIVELY.

BEAM SECTIONS:

Y

85

2)

ROLLED ANGLE SECTIONS : MANUFACTURED IN 'L' SHAPE. IT CONTAINS TWO LEGS WITH SIMILAR DIMENSIONS ARE CALLED AS EQUAL ANGLE SECTIONS AND SOME CONTAINS DIFFERENT LEGS ARE CALLED AS UNEQUAL ANGLE SECTIONS. EQUAL ANGLE SECTIONS ARE AVAILABLE FROM 20MM X 20MM X 3MM TO 200MM X 150MM X 18MM WITH 11N AND 469N PER METER LENGTH RESPECTIVELY.

UNEQUAL ANGLE ISA 50X80X10MM

CHANNEL SECTIONS:

100

1)

RUSTING REGULAR MAINTENANCE IS REQUIRED SKILLED LABOUR IS REQUIRED HEAT GAIN IS MORE

150

DIFFERENT TYPES OF ROLLED STEEL SECTIONS ARE LISTED BELOW:

· · · ·

80

50 ISA EQUAL ANGLE 50X50X6MM

100

- HIGH STRENGTH- VERY STIFF AND TOUGH MATERIAL (HIGH DUCTILITY) - CONSTRUCTION: MANY DIFFERENT SHAPE AND SIZES. - NO MOLD / FUNGUS DUE TO ABSENCE OF MOISTURE.

X'

Y'

DISADVANTAGES: CHARACTERISTICS:

X

JOINERY DETAILS :

Y'

· ·

STRONG LIGHT AND RIGID CAN BE PRE-FABRICATED AND PRODUCED FLEXIBLE EASE IN TRANSPORTING, HANDLING AND ERECTING ON SITE. FASTER CONSTRUCTION. ECONOMICAL.

X

· · · ·

50

- STEEL STRUCTURE IS A METAL STRUCTURE WHICH IS MADE OF STRUCTURAL STEEL COMPONENTS AND CONNECT WITH EACH OTHER TO CARRY LOADS AND PROVIDE FULL RIGIDITY. - STEEL STRUCTURES HAVE REPLACED CONVENTIONAL MATERIALS TO MAKE FLEXIBLE, ECONOMICAL SYSTEMS. - IN MODERN DAYS STEEL HAS BECOME A VERSATILE MATERIAL FOR CONSTRUCTION.

Y

ANGLE SECTIONS:

ADVANTAGES:

STEEL STRUCTURES:

50

Year

50

X'

X

DOUBLE BEVEL GROOVE

WEB

X'

100 Y'

CHAMPFER BAR

REBAR

SQUARE HOLLOW SECTION

FLANGE WIDTH

Y'

INTRODUCTION TO STRUCTURAL STEEL

THICKNESS OF FLANGE

SIGN:

DATE:

NAME: JOSHUA S C

REMARKS:

SHEET NO: 02

USN: 01FA20BAT048

SEM: 6TH 'B' SCHOOL OF ARCHITECTURE

SITE VISIT 1

SITE VISIT 2

SITE VISIT 1 PHOTOS

RAFTER 200X4(W) 150X5(F) COLUMN 200X4(W) 150X5(F)

RF RAFTER 400-300X4(W) 200X6(F)

RF RAFTER 550-400X4(W) 200X6(F)

RF RAFTER 400-300X4(W) 200X6(F)

RF RAFTER 550-400X4(W) 200X6(F) RF COLUMN 300-550X4(W) 150X6(F)

COLUMN

DECKING SHEET 0.8MM THK RF COLUMN 300-500X4(W) 150X6(F)

Bracket ISMB 150 ISMB 200

RISING FRAME COLUMN 300-600X4(W) 150X6(F)

ISMB 200

CROSS SECTION IN BEAM

DETAIL AT A

SECTION AT A-A'

B

Top Flange/ Splice plate bolted plate 1.8

1.2

1.8

RF RAFTER 600-400X4(W) 175X6(F)

A

ISMB 300

2.5

RF RAFTER 400-300X4(W) 175X6(F)

RF RAFTER 400-300X4(W) 175X6(F)

RF RAFTER 600-400X4(W) 175X6(F) RF COLUMN 300-600X4(W) 150X6(F)

PURLIN 200X60X20X2 MM THK

Bottom Flange/ Splice plate

I SECTION RAFTER 600-400X4(W) 175X6(F)

DECKING SHEET 0.8MM THK

Column CROSS SECTION IN BEAM

SECTION AT B-B'

DETAIL AT B C

END COLUMN 3004(W) 175X6(F)

SITE VISIT 2 PHOTOS

D

BEAM

2

1

3

5

4

6 DETAIL AT C

F2

F2 C1

C1

C1

C1

A

A'

F2

F2

F1

A

F1 C1

C1

COLUMN 300-600X4(W) 150X6(F)

B'

MS GUSSET ANGLE

F3 C2

F3 C2

F3 C2

F3 C2

F3 C2

F3 C2

F1

F2

F2

F2

F2

F1

DETAIL AT D

B C1

C1

C1

C1

C1

C1

C B PLAN

FOOTING LAYOUT PLAN

SITE VISIT DETAILS

SIGN :

DATE :

NAME: JOSHUA S C

REMARK :

SHEET NO : 01

SEM: 6TH 'B' USN: 01FA20BAT048 SCHOOL OF ARCHITECTURE

DESIGN OF CAR SHOWROOM : A CAR SHOWROOM WITH A STEEL STRUCTURE IS A MODERN AND INNOVATIVE APPROACH TO THE DESIGN AND CONSTRUCTION OF CAR SHOWROOMS. IT UTILIZES STEEL AS THE PRIMARY STRUCTURAL MATERIAL, WHICH OFFERS NUMEROUS ADVANTAGES OVER TRADITIONAL CONSTRUCTION METHODS, SUCH AS WOOD OR CONCRETE. STEEL STRUCTURES ARE INCREDIBLY STRONG AND DURABLE, MAKING THEM IDEAL FOR CONSTRUCTING LARGE OPEN SPACES LIKE CAR SHOWROOMS WITHOUT THE NEED FOR EXCESSIVE SUPPORT COLUMNS OR WALLS. THIS ALLOWS FOR A MORE OPEN AND FLEXIBLE DESIGN THAT CAN ACCOMMODATE A WIDE RANGE OF VEHICLE SIZES AND SHAPES.

A

THE USE OF STEEL ALSO PROVIDES THE POTENTIAL FOR COST SAVINGS DURING CONSTRUCTION, AS IT CAN BE PREFABRICATED OFF-SITE AND ASSEMBLED QUICKLY AND EFFICIENTLY. ADDITIONALLY, STEEL IS A SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY MATERIAL THAT CAN BE RECYCLED, REDUCING WASTE AND SUPPORTING GREEN BUILDING INITIATIVES. OVERALL, A CAR SHOWROOM WITH A STEEL STRUCTURE OFFERS A MODERN AND EFFICIENT SOLUTION THAT IS BOTH AESTHETICALLY PLEASING AND FUNCTIONAL. IT PROVIDES A DURABLE, FLEXIBLE, AND COST-EFFECTIVE SPACE THAT CAN SHOWCASE VEHICLES IN A STYLISH AND INVITING WAY. BEAM

COLUMN

C

PLINTH

CROSS SECTION AT A-A'

DETAIL @ C

BRICK WORK

BISON BOARDS

B I SECTION COLUMN

FRONT ELEVATION BASE PLATE CONCRETE FOUNDATION

ROOFING SYSTEM

GUTTER EAVE BEAM

PLAN OF I SECTION COLUMN

W/C

C PURLIN A

A'

9

MANAGER CABIN DISPLAY AREA

TIE RODS ANGLE CLEAT LOUNGE

RECEPTION

BOLT STIFFENER

ENTRY

ROOF RAFTER BEAM

BASE PLATE HAUNCH

CONCRETE FOUNDATION RAMP

DETAIL @ A

28

PLAN

DETAIL @ B

CAR SHOWROOM DETAILS

SIGN :

DATE :

NAME: JOSHUA S C

REMARK :

SHEET NO : 03

SEM: 6TH 'B' USN: 01FA20BAT048 SCHOOL OF ARCHITECTURE

INTRODUCTION - STEEL COLUMNS ARE USED FOR FOLLOWING REASONS: - THE BEARING CAPACITY OF SOIL IS MUCH LESSER THEN THE STRENGTH OF STEEL. - THE AREA REQUIRED FOR THE FOUNDATION IS MUCH LARGER THEN THE AREA REQUIRED BY THE COLUMN TO CARRY THE SAME LOAD.

- A FOUNDATION IS AN ELEMENT OF A STRUCTURE WHICH CONNECTS IT TO THE GROUND TRANSFERRING LOADS FROM THE STRUCTURE TO THE GROUND. -FOUNDATIONS ARE GENERALLY CONSIDERED EITHER SHALLOW OR DEEP DEPENDING UPON SBC (SOIL BEARING CAPACITY) - FOUNDATION IS THE LOWEST PART OF THE BUILDING OR THE CIVIL STRUCTURE THAT IS IN DIRECT CONTACT WITH THE SOIL WHICH TRANSFERS LOADS FROM THE STRUCTURE TO THE SOIL SAFELY

- STEEL GRADES, MILD STEEL(C30), CARBON - STEEL,STAINLESS - STEEL, VANADIUM. - JOINERY.

COLUMN

BOLT

COMPONENTS:

-THE LOADS CARRIED BY THE STEEL COLUMNS ARE TRANSMITTED TO THE SOIL THROUGH SUITABLE DEVICES WHICH ARE KNOWN AS COLUMN BASES. -STEEL IS LIABLE TO CORRODE WHEN IN CONTACT WITH SOIL. SPECIAL CARE HAS TO BE TAKEN TO CONNECT THE COLUMN TO THE ACTUAL FOUNDATION.

- PEDESTAL (RCC, PCC) >M20 - BASE PLATE OR SLAB PLATE OR BEARING PLATE (STEEL, MINIMUM 12MM THICK) - GUSSETS( STEEL PLATES) - STIFFENERS (STEEL ANGLES, CHANNEL PLATES) - ANCHOR BOLTS(MINIMUM 4 NUMBERS >12MM Ø) - ANCHORING FRAME/ ERECTION FRAME - LEVELLING/SEALING GROUT >M20

TYPES OF COLUMN BASE FOR STEEL STRUCTURE: 1) 2) 3)

MATERIALS

SLAB BASE GUSSETTED BASE BLOOM BASE

4) 5) 6)

BASE PLATE

TYPES OF COLUMN BASE:

CONCRETE

· SLAB BASE · GUSSETED BASE · BLOOM BASE · GRILLAGE

FOUNDATION

Steel Column

GRILLAGE ROCKERS ROLLERS

Flange

Column (I Section)

Base Plate GL

ADVANTAGES: -CONTACT AREA IS MINIMUM -THE COMPONENTS ARE LIGHT WEIGHT -QUICK ERECTION. -DISMANTLING IS EASY.

Anchor Bolt

-AS STEEL STRUCTURES ARE LIGHTER THEN CONCRETE. THEREFORE, THERE IS LESS COST USED AND FOUNDATION OF STRUCTURE BECOMES LESS EXPENSIVE. -STEEL HAS SMALLER COLUMNS AS COMPARED TO CONCRETE COLUMNS, SO TO DO THIS MORE SPACE WILL BE AVAILABLE FOR SOME OTHER FUNCTIONS.

Ease Plate

Column

Holding Down Bolt

Gusset Plate

Foundation Bolt

Cleat Angle

Concrete Pedestal

Rag Bolt

Flange Cleat Angle

1) COLUMN WITH SLAB BASE:

COLUMN BASE WITH GUSSETED BASE:

COLUMN BASE WITH SLAB BASE:

- THESE ARE PROVIDED WHERE THE COLUMNS HAVE INDEPENDENT CONCRETE PEDESTALS. *THE MAIN PURPOSE OF THE BASE PLATE IS TO LEVEL THE SURFACE FOR UNIFORM LOAD DISTRIBUTION EYE BOLT

T BOLT

Base Plate

L-BOLT

2) COLUMN WITH GUSSETTED BASE: *GUSSETTED BASES ARE PROVIDED FOR COLUMNS CARRYING HEAVIER LOADS REQUIRING LARGE BASE PLATES. *A GUSSETTED BASE CONSISTS OF A BASE OF REDUCED THICKNESS AND THE GUSSETTED PLATES ARE ATTACHED ONE TO EACH FLANGE OF THE COLUMN.

Hollow Circular Section SHOULDER BOLT

J-BOLT

DIFFERENT TYPE OF GUSSET BASE FOUNDATION:

3) COLUMN WITH BLOOM BASE: *THE BLOOM BASE IS USED TO DESCRIBE COMPARATIVELY THICK, FLAT SECTIONS OF STEEL THAT ARE PRODUCED BY PROCESS OF HOT ROLLING STEEL INGOTS TO SHAPE. *BENEFIT OF THEIR ABILITY IS TO SPREAD HEAVY LOADS OVER THEIR AREA WITHOUT BUCKLINS.

Column (ISMB)

ANCHOR BOLT

Iron Plate

Welded Stiffner (16mm Thick)

Steel Beam Grillage Flange Gap

Hollowing Down Belt (Rag bolt)

Concrete Pad

4) GRILLAGE FOUNDATION: *GRILLAGE FOUNDATIONS CONSISTS OF A NUMBER OF LAYERS OF BEAMS USUALLY LAID AT RIGHT ANGLES TO EACH OTHER AND USED TO DISPERSE HEAVY POINT LOADS FROM SUPER STRUCTURE TO AN ACCEPTABLE GROUND BEARING PRESSURE. *GRILLAGE FOUNDATION IS ECONOMICAL AND DURABLE.

FLANKED EDGES WITH ADDED STIFFNESS

FLANKED PARALLEL TO FLANGE

Bloom Base

COLUMN BASE WITH GRILLAGE:

COLUMN BASE WITH BLOOM BASE:

6) ROCKER BASE:

5) ROLLER BASE:

*ROLLER BASE ALLOWS LINEAR MOTION ALONG WITH ROTATION. COLUMN BASES ARE MADE PINNED TO AVOID MOMENT AT CONNECTION.

RMS Pipes holding ISMB

FLANKED PARALLEL TO WEB

FOUNDATION DETAILS FOR A STEEL STRUCTURE

SIGN:

DATE:

NAME: JOSHUA S C

REMARKS:

SHEET NO: 04

SEM: 6TH 'B' USN: 01FA20BAT048 SCHOOL OF ARCHITECTURE

REINFORCED CONCRETE SLAB + STEEL DECK

INTRODUCTION

FRONT VIEW

SIDE VIEW

WHAT ARE GIRDERS:

1000MM

IT IS A SUPPORT BEAM USED IN CONSTRUCTION. IT IS THE MAIN HORIZONTAL SUPPORT OF A STRUCTURE WHICH SUPPORT SMALLER BEAMS. GIRDERS OFTEN HAVE AN I-BEAM CROSS SECTION COMPOSED OF TWO LOADBEARING FLANGES SEPARATED BY A STABILIZING WEB, BUT BUT MAY ALSO HAVE A BOX SHAPE, Z SHAPE, OR OTHER FORMS. GIRDER ARE COMMONLY USED TO BUILD BRIDGES.

DOUBLE CUTTING PROCESS 2500MM

5 X 1000 MM

5 X 1000 MM

5 X 1000 MM

SEPARATION OF WEB PART

COMPONENTS OF GIRDERS : A GIRDER BRIDGE ESSENTIALLY CONSISTS OF THE SUPERSTRUCTURE AND SUBSTRUCTURE.

GANTRY GIRDER

THE SUPERSTRUCTURE REFERS TO THE VISIBLE PART OF THE BRIDGE THAT PROVIDES SUPPORT TO THE LOADS WHEREAS THE SUBSTRUCTURE INCLUDES THE FOUNDATION THAT TRANSFERS THE LOADS COMING FROM THE SUPERSTRUCTURE TO THE UNDERLYING GROUND BELOW.

6.GANTRY GIRDERS: GANTRY GIRDERS ARE USED AS SUPPORTS FOR THE OVERHEAD CRANES USED IN FACTORIES , WORKSHOPS

RE WELDING PROCESS

AND HEAVY INDUSTRIAL BUILDINGS TO LIFT AND MOVE LOADS

DOUBLE CUTTING PROCESS

TYPES OF BEAMS AND GIRDERS:

FROM ONE POINT TO ANOTHER POINT.

5. VIERENDEEL GIRDERS:

THE VIERENDEEL GIRDER DESIGN IS SOMETIMES ADOPTED IN THE DESIGN OF FOOTBRIDGES. IN TRADITIONAL TRUSS DESIGN, THE LATTICE GIRDER WAS USED PRIOR TO THE DEVELOPMENT OF TRIANGULAR SHAPE OF TRUSS IS NORMALLY USED BECAUSE THE SHAPE CANNOT BE CHANGED WITHOUT ALTERING THE LARGE ROLLED STEEL PLATES. IT HAS BEEN SUPPLANTED IN LENGTH OF ITS MEMBERS. BY APPLYING LOADS ONLY MODERN CONSTRUCTION WITH WELDED OR BOLTED PLATE SUBJECTED TO A UNIFORM TENSILE OR COMPRESSIVE STRESS GIRDER, WHICH USE MORE MATERIAL BUT HAVE LOWER ACROSS THEIR CROSS SECTIONS BECAUSE THEIR LINES OF FABRICATION AND MAINTENANCE COSTS. ACTION PASS THROUGH A COMMON HINGED JOINT.

3. LATTICE GIRDERS:

1. PLATE GIRDERS: A PLATE GIRDERS IS A STEEL BEAM THAT IS WIDELY USED IN BRIDGE CONSTRUCTION. DEPENDING ON THE DESIGN REQUIREMENTS AND AS PER THE NATURE OF THE STRUCTURE; METAL THICKNESS FOR WEB, FLANGES, STIFFNESS,ETC ARE DETERMINED.

ADVANTAGES OF STEEL GIRDER BRIDGES: THERE ARE SEVERAL ADVANTAGES TO USING STEEL GIRDER BRIDGES; 1.STRENGTH: STEEL IS A STRONG AND DURABLE MATERIAL, MAKING IT IDEAL FOR BRIDGES THAT NEED SUPPORT HEAVY LOADS. 2.LONGEVITY; STEEL GIRDER BRIDGE HAVE A LONG LIFESPAN AND REQUIRE MINIMAL MAINTENANCE OVER THEIR LIFETIME. 3.FLEXIBILITY; STEEL GIRDER BRIDGES ARE FLEXIBLE AND CAN ADAPT TO CHANGES IN THE ENVIRONMENT, SUCH AS TEMPERATURE FLUCTUATIONS AND SEISMIC ACTIVITY. 4. SPEED OF CONSTRUCTION; STEEL GIRDER BRIDGES CAN BE CONSTRUCTED QUICKLY, WHICH REDUCES DISRUPTION TO TRAFFIC AND SURROUNDING AREAS. 5. COST-EFFECTIVE; STEEL GIRDERS BRIDGES ARE GENERALLY LESS COSTLY THAN OTHER BRIDGES TYPE, MAKING THEM AS ATTRACTIVE OPTION FOR MEDIUM TO LONG SPANS. 6.ENVIRONMENTAL IMPACT; STEEL BRIDGES HAVE A LOWER ENVIRONMENTAL IMPACT THAN OTHER TYPES OF BRIDGES BECAUSE THEY USE FEWER MATERIALS AND CAN BE BUILT WITH SUSTAINABLE MATERIALS.

OVERALL FLANGE WIDTH b

UPPER BAR 6 TO 12 MM DIAMETER

WIDTH c

WEB THICHNESS Tw

H= 75 TO 250 APPROXIMATELY

CLEAR WEB DEPTH d

LONGITUDINAL STIFFENERS

CONTINUOUS BAR 4 TO 6 MM DIAMETER

OUTSTAND OVERALL DEPTH h

TRANSVERSE STIFFENERS FLANGE

60 TO 150 MM APPROXIMATELY

WEB PLATE

LOVER BAR 5 TO 10 MM

APPLICATIONS OF BEAMS AND GIRDERS: 1.STEEL BEAMS: STEEL BEAMS ARE EXTREMLY CRUCIAL AND NECESSARY FOR THE CONSTRUCTION ANY BUILDING OR STRUCTURE, SUCH AS BRIDGES, ETC. THEY COME IN A WIDE RANGE OF SIZES AND SHAPES.

PITCH = 2H TO 200 MM MAX FLANGE THICKNESS

COMPONENTS

TOP SLAB

PLATE GIRDERS

EXTERIOR WEB INTERIOR WEB BOTTOM SLAB CANTILEVER WING

PLATE

FLANGE PLATE

STIFFINER

4 BOX GIRDER :

2. CASTELLATED BEAM : A CASTELLATED BEAM IS A BEAM THAT HAS A REGULAR AND REPEATING PATTERN OF HEXAGONAL HOLES. IT IS CREATED BY CUTTING THE PATTERN LENGTHWISE ACROSS TWO DIFFERENT HALVES, OFFSETTING, AND THEN WELDING THEM TOGETHER TO CREATE A SINGLE EXPANDED BEAM.

A BOX OR TUBULAR GIRDER IS A GIRDER THAT FORMS AN ENCLOSED TUBE WITH MULTIPLE WALLS, AS OPPOSED TO AN I OR H BEAM. ORIGINALLY CONSTRUCTED OF RIVETED WROUGHT IRON, THEY ARE NOW MADE OF ROLLED OR WELDED SHEET, ALUMINUM EXTRUSIONS OR PRE STRESSED CONCRETE.

2. I-BEAMS: THESE STEEL BEAMS ARE SHAPED LIKE THE CAPITAL LETTER "I". THEY ARE COMMONLY USED IN INDUSTRIAL APPLICATIONS AND HAVE TAPERED FLANGES. I - SHAPED CROSS-SECTION STEEL BEAM COME IN TWO DIFFERENT STYLES, ONE HAD A PARALLEL FLANGE SURFACE, WHEREAS THE OTHER ONE HAS A SLOPE ON THE INNER FLANGE SURFACE.

3. CURVER BEAM: BEAM WITH CURVED PROFILE, SUCH AS IN THE CASE OF CIRCULAR BUILDINGS.

4.W-BEAM 5.H - BEAM 6CHANNELS 7.CASTELLATED BEAM 8.BUILT UP BEAM GANTRY GIRDERS 9. BRIDGE CONSTRUCTION 10.SHIPS 11.GANTRY BEAM 12.OIL AND GAS PLATFORMS 13.LOAD TESTING 14.CRANES 15.LIFTING STRUCTURE

BEAMS AND GIRDERS

DISADVANTAGES OF STEEL GIRDER BRIDGES : 1. COST; THEY CAN BE MORE EXPENSIVE THAN OTHER TYPE OF BRIDGE DUE TO THE COST OF MATERIALS AND CONSTRUCTION. 2.WEIGHT LIMITATIONS; THEY MAY NOT BE SUITABLE FOR VERY HEAVY LOADS AND MAY NOT BE ABLE TO SUPPORT THE WEIGHT OF HEAVY VEHICLES. 3.DESIGN LIMITATIONS; THEY HAVE DESIGN LIMITATIONS, WHICH CAN MAKE THEM UNSUITABLE FOR CERTAIN APPLICATIONS, SUCH AS LONG-SPAN BRIDGES AND HIGH- LOAD BRIDGES. 4. MAINTENANCE COSTS; MAINTENANCE OF STEEL GIRDERS BRIDGES CAN BE EXPENSIVE DUE TO THE NEED FOR REGULAR INSPECTION AND REPAIRS. 5. TEMPERATURE SENSITIVITY; STEEL EXPANDS AND CONTRACTS WITH CHANGE IN TEMPERATURE, WHICH CAN CAUSE STRESS AND DAMAGE TO THE STRUCTURE OF THE BRIDGE. 6. CORROSION; STEEL IS SUSCEPTIBLE TO CORROSION, PARTICULARLY IN MARINE ENVIRONMENTS WHERE IT CAN BE EXPOSED TO SALTWATER AND OTHER CORROSIVE ELEMENTS.

SIGN :

DATE :

REMARK :

SHEET NO :06

NAME: JOSHUA S C SEM: 6TH 'B' USN: 01FA20BAT048 SCHOOL OF ARCHITECTURE

INTRODUCTION Beam splice is a purposely introduced joint in a beam under following conditions: 1. Extension to beams in length.

2. Non availability of requisite length from the manufactures standard length available is 5m - 6m.

3.Change in the cross section as per structural requirements/ design.

4. Additions/ alterations at later date to existing structures.

5. Strengthening of existing beams.

Splice joint is used to assure continuity for structural members along their length to transfer the forces without compromising the strength of component which is spliced. The splice plates can be bolted/ welded to main members.

Column splice is a purposely introduced joint in a column under following conditions: 1. Extension to column - In height for columns, in length for compression members and beams, above the floor extension.

2. Non availability of requisite length from the manufactures standard length available is 5m - 6m.

3.Change in the cross section as per structural requirements/ design.

4. Additions/ alterations at later date to existing structures.

5. Strengthening of existing columns and beams.

20

18

18

20

COLUMN SPLICE WELDED

COLUMN SPLICE BOLTED

COMPONENTS: Column cap/ top plate 12mm thick Base plate/ shoe plate 16mm thick Splice plate/ connector plate 10mm thick Filler plate Gusset angle/ cleat angle Welding 7mm thick Bolting min. 4 bolts of dia 12mm

COLUMN

LOCATION OF SPLICES IN BEAMS: 1. Beam splices are flexural joints hence their location is critical for stability.

2. Beam splices are located at or near points of: Contra - flexure where bending moment changes from sagging to hogging or positive to negative.

Zero shear force.

Zero/minimum bending moment including minimum shear force.

Zero torsion.

Interface with service lines.

3. Zones where addition/alterations at a later date are required.

4. Areas where damaged portions are to be strengthened.

5. In portal frames based on shear force and bending moment diagrams.

Gusset Angle Column Cap

Flange Splice Plate

Filler Plate

STEEL BEAM A

Flange Splice Plate

Base Plate

FLANGE - ON - FLANGE COLUMN SPLICE (BOTH)

Cap Plate

BEAM TO BEAM CONNECTION

Filler Plate

Web Splice Plate Column Shoe

COLUMN SPLICE WITH DIFFERENT SECTIONS

BRACKET

WELD

FLANGE - ON - FLANGE SPLICE (ONLY ONE FLANGE)

STEEL BEAM B

Flange/Splice Plate

BEAM SPLICES IN HOLLOW SECTIONS:

WELDED JOINT

SPLICE PLATES

FLANGE PLATES

END PLATES

Column Shoe Column Cap

EQUAL COLUMN SECTION

TYPES OF SPLICES IN COLUMNS AND COMPRESSION MEMBERS: 1. Concentric column splice 4. Column cap and base plate column splice 2. Eccentric column splice 5. Flange - on - flange column splice (both the flanges) 3. Column cap column splice 6. Flange - on - flange column splice (one flange only) FEATURES: 1. Majority of load (90%) transfer is by flanges.

2. Splices under lateral forces, torsion and bending moment due to eccentricity of axial forces need additional stiffness.

3. Splice in the columns must be at least 250mm, above the floor level.

4. Splice design has to be as per code of practice.

5. Components specification - minimum thickness, minimum weld and bolt size, numbers are mandatory.

UNEQUAL COLUMN SECTION

SPLICING IN COLUMNS WITHOUT SPLICE PLATES

STIFFENER PLATE

TYPES OF BEAM SPLICES: 1. Splices of same cross section of: a. adjacent beams (connections with secondary or tertiary beams) b. same beams 2. Splices with different cross section of adjacent beam.

3. Splices for strengthening in damaged areas.

4. Splices for additional strength and alterations.

COMPONENTS: Flange Splice Plate Web Splice Plate Cleat Angles Gusset Plate Angle End Flanges Stiffeners Welding (lap/butt) 7mm thick Bolting min. 4 bolts of dia. 12mm

STIFFENER PLATE WELDED TO COLUMN

BEAM

TOP FLANGE/ SPLICE PLATE

TOP FLANGE/ SPLICE PLATE

COLUMN

ISMB 400

WEB SPLICE PLATE

ISMB 300

WEB SPLICE PLATE

BOTTOM FLANGE/ SPLICE PLATE

DIFFERENT CROSS SECTION IN BEAM

BEAM WELDED TO STIFFENER PLATES AND BOLTED TO WEB

TOP AND BOTTOM FLANGE WELDED TO COLUMN AND BOLTED TO WEB

WEB SPLICE PLATE BOTTOM FLANGE/ SPLICE PLATE

COLUMN TO BRACKET CONNECTION

SAME CROSS SECTION IN BEAM

SIGN:

SPLICING IN COLUMNS AND BEAMS

REMARKS:

NAME: JOSHUA S C

SIGN :

DATE :

REMARK :

SHEET NO :05

SEM: 6TH 'B' USN: 01FA20BAT048 SCHOOL OF ARCHITECTURE

INTRODUCTION

APPLICATION OF STEEL TRUSS:

WHAT ARE STEEL TRUSSES: · A TRUSS IS A STRUCTURE COMPRISING OF ONE OR MORE TRIANGULAR UNITS CONSTRUCTED WITH STRAIGHT SLENDER MEMBERS WHOSE ENDS ARE CONNECTED AT JOINTS REFERRED TO AS NODES. · TRUSSES ARE ALSO USED TO CARRY HEAVY LOADS AND ARE SOMETIMES USED AS TRANSFER STRUCTURES. · TRUSSES ARE WIDELY USED TO SERVE 2 MAIN FUNCTIONS: 1).TO CARRY THE ROOF LOAD. 2.)TO PROVIDE HORIZONTAL STABILITY.

GUSSET PLATE KING POST TRUSS WEB TOP CHORD BOTTOM CHORD

L/3

L/3

L/3

Clear span

ADVANTAGES OF USING STEEL TRUSS :

A

· TRUSSES ARE USED IN A BROAD RANGE OF BUILDINGS, MAINLY WHERE THERE IS A REQUIREMENT FOR VERY LONG SPANS, SUCH AS IN AIRPORT TERMINALS, AIRCRAFT HANGERS, SPORTS STADIA ROOFS, AUDITORIUMS AND OTHER LEISURE BUILDINGS.

D

B

C

· TRUSSES ARE ALSO USED TO CARRY HEAVY LOADS AND ARE SOMETIMES USED AS TRANSFER STRUCTURES.

FEATURES OF OF A TRUSS - BASIC STRUCTURAL COMPONENT DEVELOPED BY GEOMETRY OF TRIANGLE - TRUSSES ARE 2D COPLANAR LATTICE OR NETWORK OF TRIANGULAR NODULES - CONSISTS OF LINEAR STRUCTURAL MEMBER TENSILE OR COMPRESSIVE WITH NEGLIGIBLE BM AND SF. - TENSION MEMBERS - TIES - COMPRESSION MEMBERS-STRUTS - HAVE VARIETY OF SHAPES,ADAPTABLE FOR DIFFERENT SPAN. - LIGHT IN WEIGHT ,EXERTS LESS LOAD ON SUB STRUCTURE. - RESIST AND ABSORB LATERAL LOADS. - ECONOMICAL IN SPAN RANGE OF 4M TO 25M

PLAN OF TRUSS ROOF

SECTION OF TRUSS ROOF

ROOF ROOF TOP CHORD, DOUBLE 'L' PROFILE 80X80X12 Z PURLIN PROFILES 65 X 85 X 65 MM

Z PURLIN PROFILES 65 X 85 X 65 MM

GUSSET PLATE

TOP CHORD, DOUBLE 'L' PROFILE 80X80X12 GUSSET PLATE

DIAGONAL WEB, 'L' PROFILE 50X50X6 MM VERTICAL WEB, 'L' PROFILE 50X50X6 MM

10 MM DIA BOLTS AND NUTS

TYPES OF STEEL TRUSSES -THEIR SHAPE & SPAN:

· HIGH STRENGTH-TO-WEIGHT RATIO · STEEL IS INCREDIBLY DURABLE: · FIRE-RESISTANT: · ECO-FRIENDLINESS:.

BOTTOM CHORD,DOUBLE L PROFILE 85X 85X 8 MM

DIAGONAL WEB, 'L' PROFILE 50X50X6 MM

JOINERY DETAILS

VERTICAL WEB, 'L' PROFILE 50X50X6 MM

C

10 MM DIA BOLTS AND NUTS

DETAIL @ D SCISSOR TRUSS

DISADVANTAGES OF USING STEEL TRUSS :

DETAIL @ B

· STEEL/METAL ROOF TRUSSES ARE NOT ENERGY EFFICIENT SINCE THEY ALLOW MORE HEAT TO ESCAPE FROM THE STRUCTURE.

ROOF Z PURLIN PROFILES 65 X 85 X 65 MM

VERTICAL WEB, 'L' PROFILE 50X50X6 MM

· METAL ROOF TRUSSES ALLOW SOUND TO BE MORE EASILY TRANSMITTED BETWEEN ROOMS THAN OTHER TYPES OF ROOFING.

TOP CHORD, DOUBLE 'L' PROFILE 80X80X12 GUSSET PLATE

DIAGONAL WEB, 'L' PROFILE 50X50X6 MM

· SKILLED LABOUR IS REQUIRED TO INSTALL STEEL ROOF TRUSSES WHEN COMPARED WITH OTHER TYPES OF ROOFS.

10 MM DIA BOLTS AND NUTS

GUSSET PLATE 10 MM DIA BOLTS AND NUTS

VERTICAL WEB, 'L' PROFILE 50X50X6 MM

BOTTOM CHORD,DOUBLE L PROFILE 85X 85X 8 MM

DETAIL @ A

COMPONENTS OF OF A TRUSS

DETAIL @ C

PURLINS : IT SPANS THE TRUSS SPACING. PURLINS SUBJECT TOP CHORD TO LOCAL BENDING.

VIEW 1 OF TRUSS ROOF

GUSSETS : MEMBERS OF TRUSS ARE CONNECTED AND THIN PLATES CALLED GUSSETS. THEY ARE WELDED TO GUSSETS. CHORDS : MAIN MEMBERS THAT FORM OUTLINE OF TRUSS AND SUBJECT TO AXIAL FORCES AND BENDING MOMENTS

FLOOR GIRDER - UP TO 25-30 M

FAN TRUSS - UP TO 15 M

MONO PITCH - UP TO 10 M

DUAL PITCH - UP TO 20 M

NODE : POINT OF INTERSECTION OF TWO OR MORE MEMBERS THAT MAKE SPAN OF TRUSS. NOMINAL SPAN : HORIZONTAL DISTANCE BETWEEN EDGE SUPPORTS – USUALLY TIE BEAM LENGTH WEB : THE INTERIOR BEAMS ARE CALLED WEBS. A MEMBER THAT JOINS THE TOP AND BOTTOM CHORDS OF A TRUSS, TO FORM A TRIANGULAR PATTERN.

K TYPE WEB - UP TO 18 M

FINK FAN TRUSS 6M

PRATT TRUSS - FROM 20-100M

HOWE TRUSS 6 M

GAMBREL - UP TO 6.7 M

BOWSTRING - UP TO 30 M

REGULAR - UP TO 6 M

SCISSORS - UP TO 9 M

SIGN :

STEEL ROOF TRUSSES

REMARK :

NAME: JOSHUA S C SEM: 6TH 'B' SHEET NO : 07 USN: 01FA20BAT048

DATE :

SCHOOL OF ARCHITECTURE

PERSONAL INTEREST DRUMMING Drumming is more than just a hobby for me; it’s a rhythmic escape that allows me to express myself in a unique way. The thrill of sitting behind a drum kit, feeling the sticks in my hands, and creating intricate beats and rhythms is a source of immense joy. In the world of drumming, I’ve discovered a captivating language where I communicate my emotions and energy through every strike and roll. It’s a hobby that not only provides an outlet for creative expression but also brings a sense of balance to my life. The steady heartbeat of the drums has become a part of my identity, and each practice session leaves me with an invigorating sense of fulfillment.

DRUMMING CLIPS

PHOTOGRAPHY

PHOTOGRAPHY PAGE

Thank you for yOUR TIME

School of Architecture , KLE technolocal university Hubbali , Karnataka phone no : 7795649737 gmail :

joshuachittur30@gmail.com 01fa20bat048@kletech.ac.in

Joshua Chittur