STRUCTURAL DESIGN PORTFOLIO S. SRINATH This portfolio contains selected works from my DESIGN works Projects involved throughout the period of professional & academic carrier Work during the period of Mott Macdonald Chennai Metro R ail Elevated Stations: 1. Koyembedu station roof structure 2. Detailed design of Integrated elevated Viaduct cum Station at ST Thomas Mount junction for Chennai Metro Rail Corporation 3. OTA Station roof structure 4. Vadapalani station cantilever link bridge Detailed Design Services for Rapid Metro Station for Delhi : 1. DLF Phase –I station 2. Sushant Lok station 3. Sector 53-54 station Hyderabad Metro Rail Station: 1. Ameer pet Station roof structure 2. MGBS Station roof structure 3. JCP Station roof structure 4. Punjaguta Station roof structure
Transcript
STRUCTURAL DESIGN PORTFOLIO
S. SRINATH
This portfolio contains selected works from my DESIGN works Projects involved throughout
the period of professional & academic carrier
Work during the period of Mott Macdonald
Chennai Metro R ail Elevated Stations:
1. Koyembedu station roof structure
2. Detailed design of Integrated elevated Viaduct cum Station at ST Thomas
Mount junction for Chennai Metro Rail Corporation
3. OTA Station roof structure
4. Vadapalani station cantilever link bridge
Detailed Design Services for Rapid Metro Station for Delhi :
1. DLF Phase –I station
2. Sushant Lok station
3. Sector 53-54 station
Hyderabad Metro Rail Station:
1. Ameer pet Station roof structure
2. MGBS Station roof structure
3. JCP Station roof structure
4. Punjaguta Station roof structure
KOYEMBEDU STSTION – ANALYSIS AND DESIGN OF LONG SPAN ROOF STRUCTURE
STRUCTURAL CONFIGURATION:
The Koyembedu elevated roof consists of
main frame with space frame and the
connection rafter beam as lattice beam. The
span of the roof was 27.0m over a length of
143m with a bay width of 17.5m. Type of
roof shape adopted for the structure was
circular type in cross section, with semi-
circular and elliptical two-tier system in
plan.
AMEERPET STATION- ANALYSIS AND DESIGN OF ROOF STRUCTURE
STRUCTURAL
CONFIGURATION:
1) Width of the roof -Lower roof = 22 m,
Upper roof = 22 m, Upper roof = 33 m
2) Length = 150, column spacing in
longitudinal direction = 9.0, c/c distance in
transverse direction=13.09/ 22 m,
Type of the roof structure=double slope
roof/ Mono slope
Software used = STAAD pro
Design Method = limit state method
Section used= RHS, SHS,
Design code used = IS 800, IS 1893, IS
875PART3.
PROJECT =Hyderabad Metro Rail
STRUCTURAL
CONFIGURATION:
Width of Roof =27.6m
Length of roof =140m
Total Curve length of roof=28.2m
Column spacing in longitudinal direction
=5.6m, C/c Distance between transverse
direction=19.35m
Type of the roof structure=double slope
roof
Type of analysis=
Software used = STAAD pro
Design Method = limit state method
Section used= I SECTION, RHS,SHS
Design code used = IS 800, IS 1893, IS
875PART3.
PROJECT =Hyderabad Metro Rail
project
PUNJAGUTA STATION – ANALYSIS AND DESIGN OF ROOF STRUCTURE
STRUCTURAL
CONFIGURATION:
Width of Roof =27.6m
Length of roof =170.6m
Total Curve length of roof=28.2m
Column spacing in longitudinal direction
=5.6m, C/c Distance between transverse
direction=19.35m
Type of the roof structure=double slope
roof
Type of analysis=
Software used = STAAD pro
Design Method = limit state method
Section used= I SECTION, RHS, SHS
Design code used = IS 800, IS 1893, IS
875PART3.
PROJECT =Hyderabad Metro Rail
Project.
JCP STATION – ANALYSIS AND DESIGN OF ROOF STRUCTURE
STRUCTURAL CONFIGURATION:
Width of Roof =75 m
Length of roof =138m
Height of the structure =10/20 m
Column spacing in long direction =8m
Type of the structure=Double slope roof/
Mono slope roof
Type of columns = tree leg type
Software used = STAAD
Design Method = limit state method
Section used = RHS,SHS, CHS
Design code used = IS 800, IS 1893, IS
875PART3.
PROJECT =Hyderabad Metro Rail project
MGBS STATION – ANALYSIS AND DESIGN OF ROOF STRUCTURE
STRUCTURAL
CONFIGURATION:
Width of the structure= 31 m
Length of the structure =350 m
Height of the structure =40 m
Type of structure = framed structure
Type of analysis= linear elastic
analysis
Software used = STAAD pro
Design Method = limit state method
Design code used = IS 456, IS
1893,IS 875, IS 13920.
PROJECT =Chennai Metro Rail
project
Detailed design of Integrated elevated Viaduct cum Station at ST Thomas Mount
junction
STRUCTURAL
CONFIGURATION:
Width of the structure= 35 m
Length of the structure =75 m
Height of the structure =32m
Type of structure = framed structure
Type of analysis= linear elastic
analysis
Software used = STAAD pro
Structural Design Method = limit
state method
Design code used = IS 456, IS 1893,
IS 875, IS 13920.
PROJECT =Rapid Metro Rail
project, Gurgon.
.
AIT - ANALYSIS AND DESIGN OF STATION
STRUCTURAL
CONFIGURATION:
Width of the roof structure=
20 m
Length of the structure =165 m
Height of the roof structure
=9m
Type of structure = curved
roof
Type of analysis=
Software used = STAAD
Structural Design Method =
limit state method
Design code used = IS
800:2007, IS 1893, IS 875 part
3, IS 4000:1992
PROJECT =Chennai Metro
Rail project,.
SIDCO, OTA STATION– ANALYSIS AND DESIGN OF ROOF STRUCTURE
Vadapalani station cantilever link
bridge:
STRUCTURAL CONFIGURATION:
Width of the roof structure= 5 m
Length of the structure =12 m
Height of the roof structure =4.5m
Type of structure = foot over bridge
Type of analysis=
Software used = STAAD pro
Structural Design Method = limit state method
Design code used = IS 800:2007, IS 1893, IS 875
part 3, IS 4000:1992
PROJECT =Chennai Metro Rail project
Vadapalani station cantilever Link Bridge
DLF STATION, SLOK, 53-54 – ANALYSIS AND DESIGN OF STATION
