Civil Project Protfolio

ANGGA DESTYA N N PORTFOLIO

ANGGA DESTYA N N PORTFOLIO

Harapan Indah, Bekasi, Jawa Barat 17131

Whatsapp : +6281316363554

Email : navaraangga@gmail.com

LinkedIn : http://www.linkedin.com/in/anggadestyan

Angga Destya Navara Noor

Born in Jakarta, Indonesia

Harapan Indah, Bekasi, West java 17131

Whatsapp +6281316363554

e-mail navaraangga@gmail.com

LinkedIn :http://www.linkedin.com/in/anggadestyan

P R O F I L E

Licence Building Supervisor, with national experience in profesional work and freelance civil designer with interest in Urban Infrastructure Planning and Urban Transportation Infrastructure field.

E D U C A T I O N

Graduate at December 2020

Sebelas Maret University, Department of Civil Engineering with GPA

3.53/4.00

E X P E R I E N C E

November 2021 - Present

Construction Management Officer - Bukaka Teknik Utama

Project Leader, Planner, Controller in passanger boarding bridge business unit.

March 2021 - May 2021

Field Engineer - Sentra Trada Indostation

Project Designer and Supervisor in Mini gas station in area of East Java.

March 2020 - February 2021

Research Analyst - EarthQuake Eng Research Team

Building Designer and Evaluator on the seismic evaluation of Sriwedari Tower Mosque, Surakarta Project.

August 2019 - March 2020

Project Coordinator - KKN UNS East Belitung

Project coordinator on the project surveying and community development in the making a masterplan for tourims village strategy

July 2019 - September 2019

Civil Engineer Intern - Adhi Persada Gedung

Project Engineer and Project Quality control in the project of Urban sky apartment, Bekasi.

March 2018 - December 2019

Head of Bridge division - SIA (Civil engineering Competition Club) Conduct and plan a mentoring, monitoring, and training strategy for the beginners and member to participate in competition.

"Seismic Performance of Tall and Slender Minaret Structure with Hexagonal RC Wall Section by Means Fragility Curve Development" Sept 2021 Published by Scopus

Structure Analysis: SAP2000 / ETABS / GS AFES / Seismostruct

Modelling: AutoCad/Sketchup/REVIT / TEKLA

Management: MS. Project

Office: Word / Excel / Powerpoint

Design of Tall Building

6-Story Building for Auditorium and Working Space Assignment Project

Team of three students worked together over one semester to design the structural system of concrete building that will build in Tasikmalaya according to SNI, with consederation of structural program & Earthquake loading.

My team designed the auditorium building, which aims to introduce concrete building into landscape of Tasikmalaya building. Positioned in the high risk area the building has 6-story The ground level is an open space thath porvides for management office and receptonist and levels second through sixth are dedicated for auditorium

The building employs a core and outrigger system to resist lateral loads, with shear wall that assist colomn gravity load take down. Reinforced concrete is used for colomn, beam, shear wall, and foudations.

Structural Plan

Shear Force Diagram

Deflection Analysis

Bending Moment Diagram

Floor Function Plan

Ground 4-6 Private office/Auditorium

Colomn Detailing

Ground 1-3: Working Space

Ground Floor Cafe & Administration office

Foundation Plate Detailing

Floor Plate Detailing

Main Beam Detailing

Column and beam sizes vary based on beam level and span, namely C650x650, C625x625, C600x600 & B400x500, B500x750 with different column elevations of 42m and beam spans of 7 meters, 7.5 meters & 9 meters. As for the reinforcement used in the column and beam structure, D25 & D19 (main reinforcement), D12 & D10 (hoop reinforcement), and D10 for torsional reinforcement are used.

and in detailing the beam-column joint following SNI 17272016 and another several standard Main Colomn Detailing

TINY OFFICE

Steel Slender Building Design (BIM PROJECT)

Private Project

The Project aims to create an low cost and environtmentally friendly based to serve the new comer startup The basic idea is from the popular house design in japan that really takes advantages of the narrow spaces to be used

I worked over one month to design the structural system of Tiny offine by steel material according to Indonesian Standard, with consederation of structural program & Earthquake loading.

I designed the office building, which aims to introduce steel building into landscape of Surakarta building and implementing low cost & energy building. The whole building provide fort creative office. The ground level is an open space that porvides for management office and creative space and second levels dedicated for bed room & library.

The building employs a core and outrigger system to resist lateral loads, with steel material and composite slab that assist colomn

SLOT HOUSE

PROJECT)

The Project aims to create an low cost and space saving based. The basic idea is from the popular house design in japan that really takes advantages of the narrow spaces to be used and the design is very able to be developed in the future such as increasing the number of floors and rooms

I worked over one month to design the structural system of Slot House by steel material according to SNI, with consederation of structural program & Earthquake loading.

I designed the slot house, which aims to introduce steel building into landscape of Surakarta and implementing the concept of british architect that introduce slot house and low cost & energy building. The whole building provide for private house. The ground level is an open space thath porvides for public space, kitchen, & closet and second levels dedicated for bed room & working space

The building employs a core and outrigger system to resist lateral loads, with steel material and composite slab that assist colomn.

Steel Slender Building Design (BIM

Private Project

Structure Plan

Workshop Hall

Steel Roof and Container Hall in East Sumba for Workshop Using Private Project

One of my project collaborated with Macmahon Mining Service to plan and Design a workshop hall for STM workhop using that will be build in East Sumba

The building is planned to use a steel structure as a roof and Container as a main structure of office the building is planned to have a span of 18 meters without a column in the middle with a length of 12 meters and the distance between the roof is 2 meters, while trucks are used for the middle room to materials loading.

Structural Plan

Shear Force Diagram

Deflection Analysis

Bending Moment Diagram

The Steel material using Channel steel profile of 125.65.8.6 with BJ 37 as Steel quality. I performed structural analysis using graphic statics and SAP2000, built a 1:1 scale model as well as produced aa structural analysis report.

My team focused on Truss Bridge, a 50m-span truss bridge scale by 1:100 We performed structural analysis using graphic statics and SAP2000, built a 1:100 scale model using balsa wood and cyanoacrylate glue, as well as produced aa strucutural analysis report, exhibition poster, final presentation, and model video.

Standard Bridge to Connect between Bengawan Solo River Competition Project

At the end of 7th semester, My team of three students worked together to compete in bridge design competition in yogyakarta to create long span bridge design

My team focused on Truss Bridge, a 50m-span truss bridge scale by 1:100 We performed structural analysis using graphic statics and SAP2000, built a 1:100 scale model using balsa wood and cyanoacrylate glue, as well as produced aa strucutural analysis report, exhibition poster, final presentation, and model video.

Fusena Bridge

Geometry Plan

Axial Force Diagram

Stress Diagram

Shear Force Diagram

Sriwedari Mosque Tower

Seismic Evaluation of Tall-Slender Building

Design by Corewall system

Final Study Project

For the final project of my degree, i worked to evaluate and give consideration to Sriwedari tower in Surakarta by comparing the seismic response of two different geometry (hexagonal and rectangular).

I focused on a 102m tall building concrete minaret by evaluating two different geometry and applying push over analysis. Between the two model are confined by same building volume and same reinforcement detailing. I performed structural analysis using graphic statics and Seismostruct, as well as produced as structural analysis report, final presentation, and model video.

The structural model of the minaret was developed using Seismostruct. Furthermore, the structural response is obtained from the structural model analyzed using static nonlinear pushover. Based on this analysis result, a structural capacity curve is obtained which is then used in constructing the fragility curve.

This research aims to evaluate the seismic performance of the minaret using fragility function The fragility function is a function that correlates the damage level with an intensity measure The structural model of the minaret was developed using Seismostruct.

The step of analysis is by modeling the two different geometry (existing structure & hipotetic structure) and comparing the fragility curve base on strain level and maximum base shear that experienced by the two models..

3D Model Comparison

Geometry Comparison Plan

Fragiltiy Curve of Hexagonal Geometry Tower

Fragiltiy Curve of Rectangular Geometry Tower

The fragility curve shows that the damage probability of minaret structure on spectral acceleration, Sa = 0.098 g based on the material strain limits criteria for damage states DS1, DS2, DS3, and DS4 is 57%, 29%, 19%, and 12% respectively. On the other hand, based on the maximum base shear criteria for the damage states DS1, DS2, and DS3 is 50%, 20%, and 12% respectively. Perceiving the fragility curve for the structure under review, building owners can predict the probability of structural damage due to other earthquake intensity scenarios and carry out evaluations to determine retrofitting strategies rational

Bekasi BRT MAP

Bekasi Public Transportation Integration Map

Private Project

For this project , i worked in surveying and integrate the excisting BRT Line Infrastructure in Bekasi city into the Public Transportation Integration map I focused on Surveting the three line of Excisting BRT Line in bekasi, the cummuter Line point and also the newest infrastrusture that is LRT Line that cross the Bekasi City but excluding the local feeder car that not officially launch by local goverment. I design the prototype of the Integration map so the public passanger can easily get the accecibility of information and they can easily plan their trip paln using bekasi line BRT, as well as i produced the Integration plan, the possible Infrasturcture that can build in the future

With 3 line of BRT, 50 BRT Station,, 2 line of Rail Service (Commuter & LRT) and 9 Rail station. i design the possible integration plan and draw in the Public Transportation Integration Map

Soekarno Hatta Airport

Aviobridge

Manufacturing and Construction of SoekarnoHatta International Airport aviobridge

Vital Project

I contribute as the project controller and also as site coordinator on site. the team over 270 days has design and manufactured the structural mechanism of 8 units aviobridge that will construct in Soekarno Hatta Airport, Tangerang, with consederation of aviation regulation and standard.

My team designed and construct the Glass type aviobrdge which aims to use as walkway for plane passengers through the boarding building Positioned in terminal 2 area the aviobridge has constructed. The aviobridge is an glass type hybrid with steel material thath provide for airport facility to support aviation company that use soekarno hatta airport for carrying passenger.

Aviobride sizes vary based on tunnel level and span, namely B220/28, B2-25/35, B2-19/26, & B3-20/36 with different Rotunda elevations of 4.8m and Extended Tunnel spans of 28 meters 35 meters, 26 meter & 36 meters. As for the fondation used in the rotunda structure, using M60x5.5 (Anchor Bolt), C 200x80x7.5 (Anchor join channel), hexagonal nut are used.

and in detailing the aviobridge and anchor bolt following Aicraft standard and another several standard

General Arrangement Drawing Glass type B3-24/45

Anchor Bolt Foundation Detail

I plan and arrange the master schedule and project management plan of soekarno-hatta airport project, especially on the construction work stage that mostly contain civil construction work the schedule is refered from the company standard to estimate the aviobridge production duration and for the construction duration estimation is refered from the kickoff meeting and negotiation while the activity of site coordination with the customer and airport authority stakeholder

Master Schedule Soekarno Hatta Aviobridge construction