Design Engineer Civil Engineering
Resume:
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Md Mukarram Reza
Structural Engineer
I am looking for a position in an organization where I can be a key element in its growth. Overall, I am a positive, decent, hardworking person with excellent communication, analytical and leadership skills who is quite found of learning and implementing new things quickly and believes in team/collaborative work. Experience
Structural Design Engineer
E-construct Design & Build Pvt. Ltd.
Scope of Work
Proficiency in structural engineering principles.
Linear, Non-Linear & Dynamic analysis like
• Equivalent Static Analysis
• Modal Analysis
• Response Spectrum Analysis
• Time History Analysis
• Creep & Shrinkage Analysis
• Vibration Analysis
• P-Delta, Auto-Construction Sequence, Buckling, Soft Story, Axial Shortening, Torsional & other Irregularities etc.
• Soil Structure Interaction
for super structures & their foundation using ETABS, SAFE & SAP2000.
Performance Based Design of buildings using non-linear static and dynamic analysis like
• Pushover Analysis
• Non-Linear Time History Analysis
Value Engineering of the super as well as sub-structure.
Worked on:
• Structures like building up to G+24 levels.
• Foundations like Isolated, Combined, Raft & Piles.
• Infrastructure projects like Underground, Over-head & Elevated water tanks, Retaining walls, Culvert, PEB, Steel Truss etc.
Analyzed and Designed Structures using selected modules of Prokon 3.
Worked on advanced manual design and detailing.
All design and analysis was performed using through knowledge of code like
• IS 456 : 2000
• IS 1893 (Part 1) : 2016
• IS 16700 : 2017
• IS 3370 (Part 1) : 2009, (Part 2) : 2009
• IS 875 (Part 3) : 2015, (Part 1 & Part 2) : 1987
• IS 13920 : 2016
• SP 16, SP 34, SP 6
• Selected modules of UBC 97, CEB-FIB 90 etc.
06/2019 -
Present
(1.8 Years)
Personal Info
Address
A H Engineering works college
Road, Salmari, Katihar, Bihar-13
Date of birth
25-01-1996
Phone
adj0fr@r.postjobfree.com
https://www.linkedin.com/in/md-
mukarram-reza-729aa2b9
Software
ETABS
SAFE
SAP2000
AutoCAD
Trainee Engineer
17/7/18 -
10/8/18
(4 Weeks)
Hombale Constructions, Bangalore. (BDA Apartments Kengeri) Scope of Work
• Exposure on different type of Construction activities like construction of beams, columns, Shear Wall, Finishing work, water proofing, Vacuum Dewatered Flooring(VDF), Estimation.
• Different Tests execution at site and concrete batching plant(RMC)
• Coordination with contractors, labors, suppliers & foreman. Trainee Engineer
Rareminds, Bangalore.
Scope of Work
• Exposure in the field of HVAC, Green building Concept, GFC drawing reading cessions.
• Site visit to BMRCL casting yard, Concrete Batching Plant & Magadi Road Metro Station for the Green Building concept. 14/2/19 -
15/5/19
(3 Months)
Education
East West Institute of Technology, Bangalore-91
• B.E in Civil Engineering.
• Obtained CGPA of 8.98/10
• Qualified GATE in the final year of the engineering.
• Worked on the project entitled “Partial replacement of cement with red-mud and coarse aggregate with copper slag” as a part of final year curriculum.
Interests
08/2015 -
06/2019
(4 Years)
Technical:
• Structural Dynamics.
• Performance Based Design.
• Modeling of Complex Structures.
Interpersonal:
• Drawing.
• Playing Cricket.
• Tour and trekking.
PROKON
MS Office
MS Excel
Skills
Teamwork
Leadership Skills
Communication Skills
Presentation Skills
Problem Solving
Quick Learner
Languages
English
Hindi
Md Mukarram Reza
+91-701******* adj0fr@r.postjobfree.com
Sir
I was very excited to join as structural engineer position. After completing my bachelors, I joined E- construct design & build Pvt. Ltd. As structural design engineer, I am working on multiple kinds of structures which includes super-structure as well as sub-structure of buildings, trusses, Water tanks etc. I am particularly detailed oriented, always praised for my ability to foresee potential problems and make a strategic plan for the same.
I have a firm belief on the fact that there is always a better way to do things and I proactively looks for the same. I am a kind of person who loves to learn new things quickly and very ready to work hard for applying these in practical life.
Also, I am working on modelling, analysis and design of more than 19 projects. I am proficient with various types of analysis and design using different software programs like ETABS, SAFE, SAP2000, Spread-sheet and I am also familiar with different modules of Prokon. I am not only attentive to detail while designing but also attentive to the criticism of others and highly value the feedback that will not only make the projects run more smoothly but will also help in detecting errors if any. I appreciate straightforward yet relaxed professional interactions, and also aim for that dynamic with all of my colleagues. I have been also praised for my calm mechanics particularly during the events of problems. Last but not the least, I always look forward for the growth; personal as well as for the organization I am associated with.
I sincerely look forward to further discuss about the role of the said position. Thank you for giving me an opportunity to introduce my skills and calibre to you. I highly appreciate your time in considering me.
Sincerely
Md Mukarram Reza
INDEX
I. Resume
II. Cover Letter
III. Technical Expertise
IV. Project Completed
1. (G+5) New Mumbai Residential Apartment
2. (G+5) HSR Building
3. (G+2) Tumkur Apartment
4. (G+16) Flat Slab
5. (G+5) Delhi Apartment
6. (G+9) Mysore Apartment
7. (G+24) Rehabitation Center Mumbai
8. (G+2) Nelamangala Project
9. (G+2) Composite Structure
10. (G+2) Government Apartment
11. Steel Truss (Pitched Pratt Truss)
12. Steel Truss (Fan Truss)
13. Single Underground Water Tank
14. Double Underground Water Tank
15. Quarter Underground Water Tank
16. Circular over ground Water Tank
17. Box Culvert
Technical Expertise
R.C.C Analysis and design
Linear Static and dynamic analysis
Non-Linear and Dynamic analysis like
• Equivalent Static Analysis
• Modal Analysis
• Response Spectrum Analysis
• Time History Analysis
• Creep & Shrinkage Analysis
• Vibration Analysis
• P-Delta, Auto-Construction Sequence, Buckling,
• Soft Story, Axial Shortening,
• Torsional & other Irregularities etc.
• Soil Structure Interaction
Performance Based Design
• Pushover Analysis
• Non-Linear Time History Analysis
Steel truss analysis and design
Value Engineering analysis old structure
Programming of design and analysis using spreadsheets.
Detailing of Structure using AutoCAD and Excel schedules.
Manual analysis, design and detailing as per following codes:
• IS 456 : 2000
• IS 1893 (Part 1) : 2016
• IS 16700 : 2017
• IS 3370 (Part 1) : 2009, (Part 2) : 2009
• IS 875 (Part 3) : 2015, (Part 1 & Part 2) : 1987
• IS 13920 : 2016
• SP 16, SP 34, SP 6
SOFTWARE PROGRAMS
• ETABS
• SAFE
• SAP2000
• PROKON
• AutoCAD Structural Detailing
• M S Office
PROJECT COMPLETED
ECONSTRUCT Design & Build Pvt. Ltd.
RESIDENTIAL APPARTMENT (G+5)
PROJECT INFORMATION
Location: Mumbai
Type: Residential
Levels: 8
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 100 KN/m2
Type = Isolated + Combined Footing
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
HSR BUILDING (G+5)
PROJECT INFORMATION
Location: Bangalore
Type: Commercial
Levels: 8
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 300 KN/m2
Type = Isolated + Combined Footing
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
TUMKUR APPARTMENT (G+2)
PROJECT INFORMATION
Location: Tumkur
Type: Residential
Levels: 4
LOAD CONSIDERED
Dead, Live &
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 245 KN/m2
Type = Isolated
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
FLAT SLAB (G+16)
PROJECT INFORMATION
Location: New Mumbai
Type: Commercial
Levels: 18
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis, Creep
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 245 KN/m2
Type = Pile + Pile Raft
Allowable Settlement = 5 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
DELHI APPARTMENT (G+5)
PROJECT INFORMATION
Location: Delhi
Type: Residential
Levels: 8
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 300 KN/m2
Type = Isolated + Combined
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
MYSORE APPARTMENT (G+10)
PROJECT INFORMATION
Location: Mysore
Type: Residential
Levels: 13
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 245 KN/m2
Type = Raft Foundation
Allowable Settlement = 50 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
REHABITATION CENTER MUMBAI (G+24)
PROJECT INFORMATION
Location: Mumbai
Type: Residential
Levels: 26
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 110 T/m2
Type = Pile + Pile Raft
Allowable Settlement = 5 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
NEELAMANGALA APPARTMENT (G+2)
PROJECT INFORMATION
Location: Bangalore
Type: Commercial
Levels: 5
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis (With Modified Stiffness)
CHECKS
Serviceability, Stability, Irregularity &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 176 KN/m2
Type = Isolated Footing
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
RESTAURANT CUM SPORTS ZONE: COMPOSIT (G+2)
PROJECT INFORMATION
Location: Hubli, Karnataka
Type: Restaurant cum sports zone
Levels: 5
LOAD CONSIDERED
Dead, Live & Wind (IS: 875) and
Seismic Load (IS: 1893 Part IV)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
P-Δ Analysis
CHECKS
Serviceability, Stability &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type =
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
Soil Structure Interaction.
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
GOVERNMENT BUILDING (G+2)
PROJECT INFORMATION
Location: Bangalore
Type: Government Building
Levels: 5
LOAD CONSIDERED
Dead, Live & and
Seismic Load (IS: 1893 Part IV)
ANALYSIS PERFORMED
FEM, Modal Analysis,
Response Spectrum Analysis,
CHECKS
Serviceability, Stability &
Modal Checks (as per IS: 1893 and 16700)
DESIGN AND DETAILING
As per IS: 456, SP: 34 and 13920
FOUNDATION SYSTEM
SBC = 20 T/m2
Type = Isolated
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
SOFTWARE PROGRAM USED
ETABS, SAFE, Spreadsheets and
AutoCAD structure.
PITCHED PRATT TRUSS
PROJECT INFORMATION
Location: Bangalore
Type: Pitched Pratt Truss
Dimension: 30X9X5
LOAD CONSIDERED
Dead, Live & Wind (IS: 875)
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, P-M Ratio (IS: 800)
DESIGN AND DETAILING
As per IS: 800
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Isolated
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
SOFTWARE PROGRAM USED
SAP 2000, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
ECONSTRUCT Design & Build Pvt. Ltd.
FAN TRUSS
PROJECT INFORMATION
Location: Bangalore
Type: Fan Truss
Dimension: 30X9X5
LOAD CONSIDERED
Dead, Live & Wind (IS: 875)
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, P-M Ratio (IS: 800)
DESIGN AND DETAILING
As per IS: 800,
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Isolated
Allowable Settlement = 25 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Punching Shear,
Crack Width and Reinforcement,
SOFTWARE PROGRAM USED
SAP 2000, SAFE, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
SINGLE WATER TANK
PROJECT INFORMATION
Type: Underground
Capacity: 216 K-Lit.
No.: 1
LOAD CONSIDERED
Dead, Soil & Water
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, Stability
DESIGN AND DETAILING
As per IS: 456, IS: 3370, SP 34
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Raft
Allowable Settlement = 50 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Crack Width and
Reinforcement.
SOFTWARE PROGRAM USED
SAP 2000, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
DOUBLE WATER TANK
PROJECT INFORMATION
Type: Underground
Capacity: 432 K-Lit.
No.: 2
LOAD CONSIDERED
Dead, Soil & Water
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, Stability
DESIGN AND DETAILING
As per IS: 456, IS: 3370, SP 34
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Raft
Allowable Settlement = 50 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Crack Width and
Reinforcement.
SOFTWARE PROGRAM USED
SAP 2000, Spreadsheets and
AutoCAD structure.
QUATER WATER TANK
PROJECT INFORMATION
Type: Underground
Capacity: 1600 K-Lit.
No.: 4
LOAD CONSIDERED
Dead, Soil & Water
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, Stability
DESIGN AND DETAILING
As per IS: 456, IS: 3370, SP 34
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Raft
Allowable Settlement = 50 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Crack Width and
Reinforcement.
SOFTWARE PROGRAM USED
SAP 2000, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
ECONSTRUCT Design & Build Pvt. Ltd.
CIRCULAR WATER TANK
PROJECT INFORMATION
Type: Over ground
Capacity: 880 K-Lit.
No.: 1
LOAD CONSIDERED
Dead, Soil & Water
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability, Stability
DESIGN AND DETAILING
As per IS: 456, IS: 3370, SP 34
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Raft
Allowable Settlement = 50 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Crack Width and
Reinforcement.
SOFTWARE PROGRAM USED
SAP 2000, Spreadsheets and
AutoCAD structure.
ECONSTRUCT Design & Build Pvt. Ltd.
BOX CULVERT
PROJECT INFORMATION
Location: Bangalore
Type: Box culvert
Dimension: 3mX3m
LOAD CONSIDERED
Dead, Live, Vehicle load
ANALYSIS PERFORMED
Static Analysis
CHECKS
Serviceability
DESIGN AND DETAILING
As per IRC: 6-2014, IRC: 21-2000
FOUNDATION SYSTEM
SBC = 200 KN/m2
Type = Pile Raft
Allowable Settlement = 5 mm
CHECKS
Ground Bearing Pressure (GBP),
Settlement, Crack Width and
Reinforcement
SOFTWARE PROGRAM USED
SAP 2000, SAFE, Spreadsheets and
AutoCAD structure.
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