Aim : Mix design for M 35 grade concrete with fly ash  Procedure:      Step :1 Data required Grade designation : M35 Type of cement : OPC 43 grade  Type of mineral admixture: Fly ash Maximum nominal size of aggregates : 20mm Minimum cement content : 320 kg/m^3  Maximum water-cement ratio…

Ans 1: 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.…

Project 1: Creating an Architectural plan for the provided plot size and develop relevant basic structural drawings Aim:Design and Draft a layout of a residential building with the following details: Plot Size: 60’x20’(18.3m x6m) Orientation- Facing East Develop the following: 1. Architectural Drawing (Floor…

Aim: Create the templates as shown in Figures. Take the size of the title block as per industry standards or you can assume it as per the size of the paper. Use text and attributes wherever required. After creating the title block you need to save it as a block with names: Custom1_titleblock and Custom2_titleblock,…

Ans 1: Procdure: Open Auto Cad and enter UN (units command) in command box and make the type as decimal. Select line command and draw a line of 4300 in X direction and a line of 3200 in Y direction and complete the rectangle. Offset 230 towards all sides of the rectangle outside the figure. Fillet all the offset edges.…

Ans 1: AIM: 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 ATTEDIT command to edit the information in the title block. Use A1 size for the…

Ans 1:  AIM: Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing. PROCEDURE Type ,, REC’ to create a rectangle with a dimension of 2’6” x 3’0”. Offset the rectangle of required dimension Create a region of two different dimension. Extrude the…

Ans 1: Aim: Create a 3D Isometric View of the building with plan and elevation given. PROCEDURE:- Draw the plan with window. Use extrude command and extrude the walls. Use solidedit to creste face and extrude the windows. Draw the plan of windows. Rotate the windows using 3drotate. Now move the windows to the desired location…

Project 2_Creating a 3D rendered model for a Residential Building in AutoCad AIM: Creating a 3D rendered model for a Residential Building in AutoCad. Procedure: Open Auto Cad in the right left corner click on the settings icon that is the icon of workspace. Select 3d modelling. Set the unit command to decimal and 0,0.…

Ans 1: Aim: 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. PROCEDURE First we open the revit sofware, and select the ceiling option from the architecture toolbar. sketch the boundries by pick planes The ceiling…

Ans 1: School Building. Ans 2: My Building is in Plain area According to the NCB The Floor Hieght is above 3.6m height Front road is 50 m width. Ans 3: The Following are the steps to model the object. Open revit and make horizontal and vertical grids. Go to the elevation and increase the number of levels upto…

Ans 1 Procedure:  Open the architecture template of Revit software and go to manage tab. In manage tab select the dynamo. Then dynamo window opens and then go to new option. Now, start the process by inserting a Code Block to define start end and step value. Now, type range in the search panel of the library, insert it…

Ans 1: PROCEDURE : Export the revit model the nwc format and save it to your desired location. The Revit file which is to be exported to the Navisworks file is to be opened with the help of the file icon. Click on File and select export option and choose NWC, the exporting work gets finished, Now open Navisworks software…

Ans 1.1: Steps involved to upload a .std file through web mails are as follows; Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option. Then, browse for the. Std file on your machine & send it. Ans 1.2: Different…

Ans 1.1: The detailed procedure of assigning the circular section to column are below: So in order to assign the circular section to the column first we need to go to the properties panel. Then click on the option Define. Then there will be another dialogue box called property in that dialogue box select the option…

Ans 1.1: The primary load cases that are to be considered for design are listed below: Dead Load (IS 875: Part I). Live Load (IS 875: Part II). Wind Load (IS 875: Part III). Snow Load (IS 875: Part IV). Seismic Load (IS 1893: 2016). Ans 1.2: ONE-WAY SLAB: One-way slab is a plane surface of…

Aim: Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. Prepare a Design Basis Report for the project Create structural model using STAAD Pro Connect Edition Prepare DL, LL, WL and EQL load calculations as per IS 875 standards Design slab element using MS – Excel Design beam…

Aim: 1. To Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. Given:  Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12 Design Basis Report for the project: 2. Structural Model using Staad Pro   3. DL, LL, EQ, WL load calculations:…

Ans 1: Difference Between Static Analysis and Dynamic Analysis are:                               Static Analysis                                    Dynamic…

Ans 1a:  Its is a form of Flexural Failure due to reversal of stress during earthquake. During Stress reversal, support top experiences Compression and Bottom experiences tension. Top compression is managed by Slab advantage. Bottom tension was not satisfied by the provided reinforcement. Since the reinforcement got…

Ans 1: Ans 1: The Steps are as follows:

Ans 1: The observations are as follows: Symmetry: Investigation of the framing plan with respect to symmetry in X-direction: If we split the plan vertically half, we get a mirror shaped plan. So we conclude the given plan is symmetric in X-direction. Investigation of the framing plan with respect to symmetry in Y-direction:…

Ans 1: The Observations and Conclusions are as follows: Restraint of Floor Shrinkage:  Observations: Plan (a) has full restraints at the corners, In Plan (b) corners are left free but restraints along the edges, In Plan (c) Non-Uniform restraints. Conclusion: Plan (a) will have higher restraint to shrinkage which…

Ans: Challenge 6 procedure as follows: Open Etabs, select new model and select the following settings: On the next interface, click the custom grid spacing and maintain the spacing as given in the problem in both x and y direction and no of story, height of the story and height of story from plinth level. Now the first…

Project 1: There are a total of 10 buildings included in this project. The buildings are listed in alphabetical order starting from A and ending at K. A complete stepwise procedure to model all the buildings and generate their respective structural outputs is discussed in detail as follows: Building A (G+2): Open ETABS…

Ans: Part 1: Provide details of Longitudinal and Shear Reinforcement for the two countinuous beam. Step 1: Open the attachment downloaded from the question from revit.   Step 2: Check the load combinations Step 3: Start the beam design by clicking "start design/check" option. Step 4: After the design we need to select…