INTRODUCTION TO REVIT CONCEPTS Q1)AIM: To create a new project and name the project  INTRODUCTION: …

Q1)   It is a holistic process for creating and managing a big asset based on an intelligent model and enabled by a cloud platform.BIM integrates structured multidisciplinary data to produce their digital representation of an asset across its lifecycle from planning and designing to construction operations.BIM…

CREATION OF WALLS, PARTITION WALLS, AND FLOORS FOR A RESIDENTIAL LAYOUT USING REVIT   Q1) AIM: To create a floor layout from the week 2 project PROCEDURE Step 1: Open the week 2 project Step 2: Go to the architecture tab and select floor >boundary lines>pick lines   Step 3: Go to property browser >edit…

Q1) Aim: To create a ceiling on the first floor Step 1: Open week 3 Revit project file and select first floor Step 2: Go to the architecture tab and select ceiling Step 3: Select sketch ceiling   Step 4: A ribbon tab will appear >select pick line Step 5: Select all the outer sides of the wall >ok Step 6: Select all the…

Q 1) Why are building codes or standards essential for the modeling/ efficiency of drawings in Revit? A national building code (NBC) is a document or comprehensive building code. It provides guidelines for regulating the building construction activities such as residential, mercantile, educational, commercial, institutional,…

CHALLENGE 6   Q1) AIM: To set project base point and  project shared coordinates for the project Step 1: Go to Revit software and select file and click new Step 2: Select the architectural template and click ok Step 3: Select the grid from the ribbon tab Step 4: Select the line option and draw one horizontal…

CHALLENGE 7 Q1)  ANS: As per the given question I am opting for a multi-unit residential apartment.   Q2) Aim: To assume reasonable geographic and location details assumptions for the project 1)Road width in front of my apartment is 60feet 2)My project is in the plain area (geographical) As per NBC Height limit…

  Q1)   Aim: Shortcut keys for mentioned tasks a)Using 3D model create a section box =BX b)To create similar doors and windows in a floor plan layout =CS c)To reduce the thickness of lines visible in plan views =TL d) To apply override settings to a floor in the model section view = EOD e)To increase the range…

Q1) Aim: To create a set of sinusoidal points and create a curve and create a surface out of the curve Procedure : Step 1: Open the Revit file and open an architectural template Step 2: Go to the manage tab and select dynamo tool Step 3: Click on new and begin the work Step 4: Go to search and type parameters like integer,…

  Q1) Aim: To use the architecture /structure project file developed by you from week 6-8.export the Revit file to the Navisworks cache file Procedure : Step 1: Open Revit software and click open the saved file which was developed by week 6     Step 2: Click on the file and select the export option and choose NWC   Step…

  IDENTIFICATION OF CRACKS   Aim: To identify the mode of failure and to find whether it is repairable or not. Objectives : Awareness of structural failures Distinguishing structural and non-structural failures To know how to observe a structural issue Understanding seismic failures   Q1 a) Observations : Concrete crushed…

    Q1 STATIC ANALYSIS DYNAMIC ANALYSIS Load is variable with time and neglected due to slow applying of landlord loan Load is  variable with time due to fast applying of load and vibration motion motion motion Motion of the structure can be disregarded Motion can not be disregarded where there there There…

Q1) Aim: Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y  in the aspects of symmetry, redundancy, and Bi-directional stiffness and ductility A. Symmetry X-axis: At all sides,it is evident that symmetry is at its finest along the horizontal direction which…

        Q1)Aim:The building shown, 20 × 35 m in plan, has columns on a 5 × 5 m grid and shear walls (with dimensions shown in m, 250 mm in thickness) in three alternative arrangements, (a), (b), (c), all with the same total cross-sectional area of the shear walls. Compare the three alternatives, taking into account the…

Q1)   Aim: To model a 25 store building on ETABS 2018 with structural properties including ground floor or plinth floor level at a height of 1.5 meters from the base and a story height of 3 meters.   Procedure: Step 1: Open ETABS software and click the menu and choose to create a new model option Step 2: A dialog…

                        Reinforcement Detailing of Beams from ETABS output Aim: To provide reinforcement details for beams using ETABS Objectives : To know the design of the RC beam using ETABS analysis To know the basics of beam reinforcement detailing concerning…

  Aim : To provide longituduinal reinforcement details for the two columns from foundation to terrace level Objectives : To know the design of RC beam using ETABS analysis To know tha basics of beam reinforcement detailing wit respect to primarystandards To ensure the ductility reinforcement required by IS-13920-2016 been…

  Aim : To run the analysis and deisign the RCC shear walls shown in the model Objectives:   To know the design of RC beam using ETABS analysis To know tha basics of beam reinforcement detailing wit respect to primarystandards To ensure the ductility reinforcement required by IS-13920-2016 been satisfied in ETABS…

                                                       Structural Modelling using Etabs 2018     Aim : To model and analyze the G+7 storey building using ETABS with application of proper load cases and load combinations for given typical floor plan drawing Objectives : To model an apartment with all seismic considerations,based…

                                                            Design of Shallow Foundation (Isolated Footings)   Aim:To design a square footing for a column size of 400X400…

                                     Project 1_Comparative study of different storey buildings for Seismic forces   Aim : To modelling a 25 storey building on ETABS 2018 with structural properties including ground floor…

                            Project 2_Design & Analysis of a Hostel building at Guwahati, Assam   Aim : To provide the analysis in ETABS and Safe for the given building Procedure: Step 1: Go to file and select new model and choose the metric system and code details Step 2: Edit the grid data  and story data as provided…

Q1. Truss type reasoning Out of the two through type truss systems shown below, which is the most efficient in carrying gravity load? Reason it out.     Aim : To find out between Truss A and Truss B which is the most efficient in carrying gravity load Observation : We can clearly see that Truss A is Pratt truss…

  Q1. Net Area for tension member calculation problem Aim: To Calculate the net section area for the tension member as shown in Figure below. The plate size is 260 x 20 thick and Bolt size is 20 mm. Ans: Plate – Drilled Hole   Plate – Zigzag bolting Angle (200 x 100 x 12 with M20 bolt)   2. Sag…

        Modelling of Structure in STAAD Pro 1. Modelling of a structure exercise Model a structure with following details Bay spacing 5 m Span of Truss 30 m Shape of Truss – Pratt Truss Slope of truss 20 degree Height of the column 15 m Floor Beams at 5 m from base Secondary beams at 1.5 c/c Length…

Structural Systems of Industrial structures Q1. Chequered Plate design Design a chequered plate to carry a uniformly distributed Factored live load of 15 kN/m2. Consider the plate is spanned with dimension of 1200 mm x 5000 mm with all edges fixed. (Refer Roarks chart table 11.4) Ans:       Q2. Design…

Design of Beams Q1. Section classification problem for listed beam shapes Calculate section classification of following beam shapes ISMB 500 ISMC 200 PG 1300 x 450 x 20 x 12 Double angle (Back to back) – 2 x ISA 75x75x6 RHS - 150 x 100 x10 Builtup box – 1000 x 450 x 20 x 12   Ans:   Q2. Effective…

Loading, Analysis and Design Procedure in STAAD Pro Q1. Applying Load Exercise   Q1) Aim: Applying load on the structure in staad Procedure: Applying following loads   Applying self weight     Applying 3kN/m member load on rafter   Applying 6Kn/m of member load on secondary beams   Applying point load of 20kN load at node…

Analysis & design of Typical Steel Frame structure using STAAD. Pro  Q1. Design of dual slope (pitched) roof frame Ans: Aim: Design of dual slope pitched roof frame to draw the bending moment shear Procedure: Step 1:Open the staad and create the model structure of file and open it  Step 2: Design and assign the nodes and…

  Q1) Purlin & Girts number determination problem Calculate total number of purlins and girts required for the building with following inputs Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Height of column = 12 m Brick wall height = 2 m Purlin spacing = 1.2 m Girt spacing = 1.5 m Ans: Aim :A pipe…

Design of Plate Girder Q1. Shear resistance of web problem Determine PG Web thickness for given load without stiffener For a PG of size 1200 x 300 x 25x 10, Check if the web is adequate to carry a factored shear force of 1000 kN. Yield strength of plate fy is 250 Mpa. ANS: Q2. Check whether intermediate stiffener required…

  Design of Compression Member     Q1. Effective length factor determination problem Height of column is 10 m and it is effectively restrained in mid height in one direction (in Z direction) but free to move in other direction (Y direction). Bottom of column is Fixed and top of column is Free. Calculate…

    Q1. Friction load determination A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Calculate the Friction load on the axis. Also find the friction force, if TEFLON pad is used between shoe and pipe support. Ans: Aim and Introduction :A pipe carrying LNG rests on the shoe having vertical…

Design of Foundation in STAAD Foundation Q1. Isolated Footing Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level.…

  Model & Design a Proposed PEB Warehouse using STAAD. Pro with following Technical specification.            Modelled PEB frame in STAAD pro   Supports are added to the column as needed and releases and specifications are also applied wherever necessary in the modelled frame All the section properties and materials are…

  Aim: To Model & Design a Proposed Coil Centre, Chennai using STAAD. Pro for following input from Client  Design only a Main Frame with Lean (Grid 2) & Gable Frame without Lean (Grid 15) Introduction: The portal frame structure is mainly composed of steel columns and roof beams, and the frame is a plane…