*  Calculate the Concrete Mix Design for M35 grade concrete with fly ash   *   Aim : Mix design for M 35 grade concrete with fly ash   Step 01 : Stipulation's for proportioning :-     A  - Grade designation  M35     B  - Type of cement OPC 43 grade conforming to IS 8112     C  - Type of mineral admixture Fly ash confirming…

Aim of the Project :- To sketch a G+1 floor residential plan according to vastu Shastra and to list down the names of structural drawings required to be provided to the site for construction. To assume the size of structural elements (Column, Beam, slab etc) and to calculate the loads from the members as per IS code. Ground…

Aim: To create:- Template, inserting text and attributes Doors of warehouse and placing it in blocks Electrical legend and making it blocks Different types of door for residential project Drawing bars, making it as block and making it as a table as bar bending schedule.   Commands used:- Block. Insert. Attributes.…

1. *Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards *     1. Aim :-  To Create the Kitchen Layout and to Also, use proper dimension…

1. Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. Use the MV command to create the viewport of the size as shown in Figure. Also, use the ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

1. Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing?   1. AIM :- To create 3D model and view of: Furniture element Isolated footing AASTHO type girder Drop column with panel A wall Commands used :- Extrude. Offset. UCS. Box. Union. Subtract. Move. 3d orbit. Loft. Sweep. Cone. Region.…

 * Creating 3D Isometric view of various structural elements in AutoCAD *   Submitted By :- Firoz Anwar Ansari Commands Used in this challenge Line Rectangle Trim Move Copy Explode Circle Dimlinear Dimcontinue Boundary 3Dorbit 3D rotate Extrude Region UCS Camera Block Render RR Sweep Create Light   Create…

Question :- Create A3 dimensional model of the residential building with a rendered view.  AIM:  To create a 3D rendered model for a Residential Building in AutoCAD. INTRODUCTION: The main objective of this project is to understand about to create a Plan in 2D, then convert it into 3D using AutoCAD 3D, applying…

Qus1. ) Based on the project saved from Week 3, proceed from the First Floor Level. Model a Ceiling from the architecture tab above the walls at the first-floor level. Answer :-      AIM :- 4 To model a Ceiling from the architecture tab above the wall's at the first-floor level.     INTRODUCTION…

Q1. ) Select the type of structure you want to build from one of the three below:        a. Multi-Unit Residential Apartment        b. Office Buildings        c. School.  Ans :- From the above the options of type of structure to build a building, i need to…

Q1. ) What is the mode of failure or damage of the beams in the figure above ? Would you characterize the case as damage or as a failure ? Are the damages repairable? Elaborate.    Ans :- This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture,…

Q1. ) Differentiate Static analysis and Dynamic analysis with proper representing pictures ? Ans :-                                   *  STATIC ANALYSIS  *                         *  DYNAMIC ANALYSIS  * 1. Load is not variable with time and neglected due to slow applying of load. 1. Load is variable with time due to fast…

Question 1 :- A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. The fundamental period of vibration (T1 = 2 seconds) and…

Q1. ) Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, lines depict beams). Look into aspects of symmetry, redundancy and bi-directional stiffness and ductility.   Ans :- > Columns should preferably be located at (or) near the corners…

Q1. ) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve ?          * Creating Conceptual mass in REVIT and Creation of Sinusoidal curve and a Parametric stadium using Dynamo * Introduction :- Dynamo is an open source visual programming language…

Q1. ) Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file following the export settings discussed in class Aim: To export the Revit architecture and structure model to Navisworks Cache file following the export settings.…

Q1. ) The building shown, 20 x 30m in plan, has column on a 5 x 5m grid and shear walls( with dimensions shown in m, 250mm in thickness) in three alternative arrangements. (a, b, c), all with the same cross sectional area of the shear wall. Compare the three alternatives, taking into account the restraint of floor shrinkage,…

                                                                  *  Challenge 6 – ETABS modelling of a 25 storey building   * Q1.  :- Model a 25 storey building on ETABS with structural properties as specified below. Ground floor or plinth floor level can be taken at a height of 1.5 metres from the base. Each of the successive…

Q1. 1. Write the steps involved to upload a .std file through web mail? ANSWER:- The procedures for sending a.std file over web mail are as follows: Locate the share option on the introductory screen of the STAAD Pro software by opening it.Select the send mail option after clicking the share button.Find the standard file…

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Q1. ) :- Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams in the 1st floor.         1) 3 span continuous beam along grid A   …

Question 1. 1. How will you assign Circular section to column ?    2. How will you assign Unit system to a .std model file ?    3. What are the parameters to be specified while using “Bay Frame” option ?    4. Name few codal standards incorporated in STAAD Pro software ? …

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1. 1. State the primary load cases to be considered for design.    2. What is One – Way slab?    3. What is the value of unit weight of structural steel  and soil?    4. Name few sections that can be defined using Properties tab in STAAD Pro.    5. Define Primary…

Q :- The E-Tabs file for a G+6 building is provided. Run the analysis and design the RCC shear walls (show in the etabs model). The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural model. Extract values of longitudinal steel ratio, boundary element length and shear…

                                         STRUCTURAL MODELLING OF RESIDENTIAL BUILDING USING E-TABS 2018  Q :- The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing…

                    Design of Shallow Foundation (Isolated Footings)   Q :- Design a square footing for a column size of 400x400. The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at a depth…

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Q1. )  In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3 RCC building is provided. The following information on the building is to be used: Location – Guwahati, Assam…

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1. Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:      Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12 Assume suitable sections for structural elements.…