Project 1

Question 1: What are the sectional properties we need upfront for designing a metro viaduct? What is the supporting software for identifying the sectional properties and designing them? Answer: To design a metro viaduct, there are several sectional properties that need to be considered upfront. These properties include:…

  Question 1:- What are the structural components of a bridge? Explain in detail about the foundation, sub structure and super structure components of the bridge?   Anwser:- A bridge is a complex structure built to span physical obstacles such as bodies of water, valleys, or roads, and provide passage over them.…

Question:1 Why is a metro rail needed in countries with developing economy? What is your basic understanding on the differences between a conventional rail system and a metro rail system? Answer:  Title: The Relevance of Metro Rail Systems in Economies Under Development Introduction: In countries with developing economies,…

  Question: What is difference in active and passive earth pressure? Answer: Difference between Active and Passive Earth Pressure: Active and passive earth pressure are two types of lateral earth pressure that occur in soil mechanics and geotechnical engineering when a soil mass is subjected to external forces.…

1.      Introduction: This design note pertains to the design of Pier with POT PTFE bearing. Structural Skew angle is  0 degree. The substructure consists of RCC wall type Pier on pile foundation.  Following components of substructure 2.      Loads 2.1.    Dead load (Due to self-weight of superstructure, substructure,…

  Question: 1)What all checks need to be followed in design of well foundation regarding the stability and the design. List out all the necessary clauses from IRC codes applicable.  What are the limits in ULS and SLS for design of a RCC component. Define the limit states and the factors in it as per IRC 112. Also mention…

  Question:1   In a river of linear waterway 90 m and design discharge as 700 cumec and having silt factor as 1.   Fix the span and type of foundation if HFL is 3 m from the ground.   Velocity of water 1.2m/sec   Calculate the forces as per IRC 6 on the foundation and propose the foundation.   <!-- [if !supportLists]-->1.     …

Question :1 Calculate the loads as per IRC 6 assuming bridge in Bangalore on the pile group of the below given bridge for the abutment.(ignore temperature and wind)   Answer:   1 Dead Load       = 883.9602 t 1.1  For superstructure                At Support portion:               Length of Girder:  each segment   = 15.45…

Aim and Introduction for a Raft Foundation Design of a Box-Type Structure:  Aim: The aim of this raft foundation design is to provide a stable and cost-effective foundation solution for a box-type structure. This design intends to distribute the structural loads evenly to the underlying soil, ensuring the safety and long-term…

  Question:1 For Pile Foundation: -IRC:78-2014, Cl.709 How to fix number of piles in the deep foundations in a flyover in Delhi, listing all the loads acting on it and making all the combinations as per IRC 6. what are the different factors that can impact the number of piles and its depth. How it is different in wall…

  Introduction               Design Philosophy@ RCC Box Type Strucure         1 Description of structure               Geometry Model               The RCC box structure is modelled as a plane frame in Staad Pro software and the corresponding analysis is done 2 Design Standards               Codes & Standard          …

1. Basic Design Data: ( For Pier  Foundation) using IRC:6,112,78       Basic Designdata: -  Span and Cross Section Data           C/C of expansion gap@ Left Span   =            13.30 m (Sq.) C/C of Bearing@ Left Span   =            12.30 m (Sq.) Distance of Bearing to expansion gap @ Left Span =               0.50 m (Sq.)…

1).Design of Foundation of Abutment  (as per IRC 6-2017 loads. optimize the design as per IRC: 112-2011):-   Here's a brief introduction to the design of abutment foundations: An abutment foundation is a critical structural element used to support and distribute the loads from bridge abutments to the ground.…

1(a):Hydrology and geotechnical studies:-                                                Both preliminary and detailed, along with the consideration of the zone of influence, are vital in determining…

Design of RCC Retaining wall  Name of Project/ Work              = Design of RCC Retaining wall  Name of Client                        = Skill-Lync   Name of authourity Engineer    = Skill-Lync…

                                                          Calculation of All loads       Name of Project/ Work             …

                                                                     Calculation of Barge Impact Load Name of Project/ Work     …

                                           Calculation of Temperature Load Name of Project/ Work              = Calculation of Temperature Load Name of Client     …

                                                   Calculation of Snow Load Name of Project/ Work              = Calculation of Snow Load Name of Client …

Client: -  Skill-Lync Project Title: - Calculation of Wave load on the structure as per IS Code: 4651   Title: - Wave Load Calculation.     Document Number Designed By   Checked By   Approved By Revision WK08/22-23/RSE/08 Md Nizamuddin Skill-Lync Professor Skill-Lync Professor 0    …

  Calculation of Centrifugal Forces     Name of Project/ Work              = Calculation of Centrifugal Forces   Name of Client                        = Skill-Lync     Name of authourity…

Name of Project/ Work             :- Calculate the water current forces. Name of Client                           :- Skill-Lync Name of authourity Engineer    :- Skill-Lync   Designer Name …

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Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…

Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…

Earthpressure acting on the abutment wall : Solution: Symbol   Value Unit Length of Abutment wall Labt. :                         5.00 m Width of Abutment wall(Assumed) Wabt. :                         1.00 m Height of Abutment wall(Overall H) Habt.                          7.50 m Height of Abutment wall from top of Backfill…

Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…

Given Data Width of the bridge deck                       7.00 m Span of the bridge :                  24.00 m Pier (Diameter) :                     2.00 m Wind speed  :                  42.00 Km/hr Unit weight of soil  :                  18.00 kn/m3 The seismic zone :  III  m Deck Slab Thickness :                    …