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…
Md Nizamuddin Mondal
updated on 20 Sep 2023
Project Details
Leave a comment
Thanks for choosing to leave a comment. Please keep in mind that all the comments are moderated as per our comment policy, and your email will not be published for privacy reasons. Please leave a personal & meaningful conversation.
Other comments...
Read more Projects by Md Nizamuddin Mondal (29)
Challenge 3
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:…
02 Dec 2023 03:23 PM IST
Challenge 2
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.…
16 Nov 2023 06:05 AM IST
Challenge 1
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,…
15 Nov 2023 01:17 PM IST
Week 12 Challenge
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.…
21 Oct 2023 04:56 AM IST
Week 11 Challenge
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,…
29 Sep 2023 04:07 PM IST
Week 10 Challenge
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…
24 Sep 2023 04:34 PM IST
Week 9 Challenge
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. …
21 Sep 2023 03:22 PM IST
Week 8 Challenge
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…
20 Sep 2023 07:06 PM IST
Project 1
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…
17 Sep 2023 02:16 PM IST
Week 7 Challenge
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…
14 Sep 2023 11:25 AM IST
Week 6 Challenge
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 …
14 Aug 2023 05:52 PM IST
Week 5 Challenge
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.)…
12 Aug 2023 04:44 PM IST
Week 4 Challenge
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.…
22 Jul 2023 04:35 PM IST
Week 3 Challenge
1(a):Hydrology and geotechnical studies:- Both preliminary and detailed, along with the consideration of the zone of influence, are vital in determining…
20 Jul 2023 07:06 AM IST
Week 2 Challenge
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…
30 Mar 2023 07:54 AM IST
Week 12 Challenge
Calculation of Barge Impact Load Name of Project/ Work …
01 Mar 2023 01:58 PM IST
Week 11 Challenge
Calculation of Temperature Load Name of Project/ Work = Calculation of Temperature Load Name of Client …
28 Feb 2023 12:58 PM IST
Week 10 Challenge
Calculation of Snow Load Name of Project/ Work = Calculation of Snow Load Name of Client …
25 Feb 2023 12:24 PM IST
Week 9 Challenge
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 …
22 Feb 2023 10:29 AM IST
Week 8 Challenge
Calculation of Centrifugal Forces Name of Project/ Work = Calculation of Centrifugal Forces Name of Client = Skill-Lync Name of authourity…
20 Feb 2023 09:10 AM IST
Week 7 Challenge
Name of Project/ Work :- Calculate the water current forces. Name of Client :- Skill-Lync Name of authourity Engineer :- Skill-Lync Designer Name …
19 Feb 2023 10:53 AM IST
Project 1
1. Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…
16 Feb 2023 04:16 PM IST
Week 6 Challenge
Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…
27 Jan 2023 10:44 AM IST
Week 5 Challenge
Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…
22 Jan 2023 03:12 PM IST
Week 4 Challenge
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…
19 Jan 2023 11:53 AM IST
Week 3 Challenge
Introduction: Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.…
16 Jan 2023 08:03 AM IST
Week 2 Challenge
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 : …
08 Jan 2023 04:14 PM IST
Week 1 Challenge
29 Dec 2022 12:38 PM IST