Certificate of Completion: AutoCAD Civil 3D: Site Design

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Learn to use the right AutoCAD Civil 3D tools for site design projects such as grading and storm design. In this course, Eric Chappell takes you through techniques using surfaces, feature lines, and grading objects, so you can shape the ground to slope, drain, and perform properly. You'll also learn how to leverage Civil 3D's gravity pipe tools, giving you the skills you need to complete the storm-water management aspects of a site project. When you've completed the course, you'll be equipped to tackle any site project using the powerful capabilities of AutoCAD Civil 3D. Topics include: What is site design? Creating feature lines Breaking, joining, trimming, and extending feature lines Adding and removing elevation points Raising and lowering feature lines Creating grading objects Building a grading scheme Creating curbs and parking lot surfaces Labeling a grading design Creating a storm design Adding inlets and pipes to a storm design

Certificate of Completion
Nishanth Patil
Updated: 04/2017 • Completed: 11/2018 • 3h 38m
Certificate No: 6A6E4CFD42D3484D83BCCA1DDFB2DCF0
AutoCAD Civil 3D: Site Design

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ABSTRACT : A material with both strength and ductility is the need of the hour, and more so in the construction industry. Since reinforced concrete sections are relatively less ductile in compression and shear, flexural yielding is an attractive proposition, ensuing ductile behaviour of the structural elements and their connections. The much-celebrated union of the quasi-brittle cement matrix and ductile steel reinforcement is plagued by stiffness degradation, which subsequently hampers the structures ability to adapt to load reversals, unexpected overloading post-construction, settlement effects etc. In addition, the deformation incompatibility between the matrix and the reinforcement leads to non-uniform strain distribution in reinforcement and composite matrix, high interfacial bond stress, disintegration at loads lower than the expected capacity of the composite section, ultimately affecting serviceability of the structure. The flexural performance of cement composites reinforced with Carbon black (CB) and Carbon fibres (CF) was investigated according to ASTM D790-2003 and IS 516-1999.The variation in flexural behaviour like flexural strength, flexural modulus, toughness index, ductility index and displacement at failure was different according to the proportion of CB used. Though the use of CB only, did not show promising results mainly owing to stiffening of the composite, the trends observed when CB was hybridized with CF were encouraging, primarily leading to a 44 % increase in toughness and 32% increase in the ductility index over the plain cement sample for an optimum loading of 5% CB and 0.25% CF by wt of cement. Although the mechanical strength of pure CB composites is reduced, but they satisfy the basic requirements of lightweight construction materials. For Indepth Conclusions and Analytics, Contact the undersigned : Nishanth A, Patil : +91 72045 76727

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PROBLEM STATEMENT : Janata Bazar located in the heart of Hubli city is a prime hub for small time vendors and traders. It is spread over 1.76 acres of prime commercial land, housing makeshift shops and a couple of buildings in dilapidated condition. The market is plagued by problems such as congestion, poor pedestrian circulation, poor fire safety, and lack of civic amenities. All of these problems have contributed towards the slum like conditions prevailing here today. To solve a problem of this nature it is imperative to seek a consensus between the needs of the stakeholders, viz. the resident vendors and traders, Municipal Corporation and other Direct and Indirect Beneficiaries before any sort of plan is brought forward. SCOPE : i. To address all the above grievances and put forth an economically viable solution involving conjoint efforts from government and private enterprise. ii. To untap the economic potential of the area. iii. To proffer an urban renewal model on strong fundamentals to ensure sustenance and ergo give healthy returns to all key stakeholders. iv. To study consumer behaviour and ensure generation of projected earnings. CONCLUSION : Segregation of land along a tripartite manner i.e. Resident occupation of land, land for the proposed mall and land for community parking is mainstreamed. The core proposal involves multi-modal infrastructure consisting of a stadia arrangement to house the resident vendors, a separate commercial hub for the resident traders and a shopping mall consisting of a G+4 structure with 2 levels of sub-surface dedicated parking arrangement. The stadia arrangement for the resident vendors is designed to rehabilitate, rejuvenate and renew the scenario. Surprisingly enough, the capacity has been increased by 15% in the dedicated vendor space. Realistic loading patterns conforming to projected footfalls and deflections have been incorporated. With this proposal we like to present a model of urban re-development which is both replicable and executable in other areas facing such scenarios, thus creating ‘economically productive, efficient, equitable and responsive cities’. Contact Numbers : Nishanth A. Patil : +91 72045 76727 Akhil G. Kudalkar : +91 84260 80022

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PROBLEM STATEMENT : To suggest a viable option for capacity augmentation in Tier-I , Metropolitan and Tier-II Railway stations catering to commuter, non-suburban and freight traffic, considering Hubli Railway Station as Model Station for Design Basis. SCOPE : The scope of the proposal can be envisaged to pertain, yet not be constrained to the following : To successfully replicate the proposal, in Land-crunched cities, whilst augmenting capacity or relieving congestion; To serve as an alternative solution to multi-directional , multi-focal travel alignments in transient cities; To serve as a model for urban planning initiatives. CONCLUSION : The financial and technical feasibility of the proposal was measured by comparative study of 8 numbers of schemes, which were prepared by varying the material specifications for the member components. The project is economically a better alternative in all cases wherever capacity augmentation necessitates the acquisition of land costing INR 4200 / sqft or more (2012-2013).

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