Creation of Multiple viewports, Scaling the drawing and setting in Template in AutoCad

AIM :    To define steel beam and model for intermediate level. To define rafter beam and model as roof,also to add frame action at grids in one direction. to locate bracingas per design intent.   INTRODUCTION :    A rafter is a structural component that is used as part of a roof construction and is one of a series of…

WEEK - 2 CHALLANGE Open tekla, go to windows select structure window and click on levels. Enter the levels of model such as base, ground floor ,roof along with their spacing and type. Now go to grid lines from the ribbon and select grid line and draw a horizontal grid. From the same option ,select parallel quick option…

1A.   1. Project Workspace – How to access and usage First open the tekla software. Next click on the New option, then the project workspace will be visible as shown below.   2. Scene Content – Demonstrate the use of scene content Now click on the scene content option at the Right side of…

AIM :    To Model & Design a Proposed PEB Warehouse using STAAD. Pro   INTRODUCTION :    Here we model and design the PEB warehouse building. As per given description, material data, specification we can design it.  PEB - Pre engineered buildings are factory built buildings…

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) Assume purlin load as 8.77 kg/m Assume Gantry girder wt. = 158.24 kg/m Assume Rail weight = 53 kg/m  …

1. AIM :    Design of Foundation in STAAD Foundation Isolated Footing   INTRODUCTION :    Given Data Size of column : 300 mmx 450 mm Axial load :            1500 KN Moment MuMu :    150 KNm ( Reversible) SBC of soil     : …

1. AIM : To calculate the friction load on the axis.   PROCEDURE :    Friction factor/coefficient and friction load on Piping A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Friction load on the axis and friction force are required to be determined if there is TEFLON pad between shoe…

1. AIM : To Calculate the total number of purlins and girts required for the building with given inputs.   INTRODUCTION :   Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Therefore Roof height = 2.5 m Height of column = 12 m Brick wall height = 2 m Purlin spacing = 1.2 m Girt spacing = 1.5 m  …

1. AIM :    To design a 3 hinged pitched roof frame of a steel building.   INTRODUCTION :    Assume no wind load acting on the walls and roof. Analyze the frame structure and draw bending moment, shear force, and axial force diagrams of the frame.  The slope of the roof is 1 in 10 and the…

1. Applying Load Exercise For the structure modelled in previous exercise. Apply following loads Form a Load case as DL for Dead Load Apply Self weight Apply member load of 3 kN/m on the rafter Apply member load of 6 kN/m on the secondary beams Apply point load of 20 kN at node intersecting inclined member on the top chord.…

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 of the building 50 m Column…

Structural Systems of Industrial structures 1. 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) A.        2. Design…

Design of Plate Girder 1. 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. A.        2. Check whether intermediate…

1. AIM :    Determination of Design of Beams in Section classification problem for listed beam shapes.       INTRODUCTION :    The design of beams is generally governed by the maximum allowable bending stress and the allowable deflection. Its design is controlled by…

1. AIM :    Effective length factor determination problem          INTRODUCTION :    A compression member is defined as a structural member subjected to compressive force in a parallel directional parallel to its longitudinal axis. The most common type of…

1. AIM :    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.   PROCEDURE :    Plate – Drilled Hole   Plate width b= 260mm,  thickness of plate t= 20mm, Bolt Size d =20mm d0 = 20-2 = 18 mm…

1. AIM :    Out of the two through type truss systems shown below, which is the most efficient in carrying gravity load.   INTRODUCTION :    We can clearly see that the Truss A is "Pratt truss" & Truss B is "Howe truss".   PROCEDURE :   Pratt Truss Pratt has diagonals…

AIM :    To Create a 3D model of the Residential Building with a Rendered view in Autocad.   INTRODUCTION :    The process of creating a mathematical representation of any surface of an object in three dimensions by using special software is called 3D modeling. A 3D model can even be represented…

1. AIM :   To create the 3D isometric view of a building with plan and elevation given     INTRODUCTION :      An isometric drawing is a 3D representation of an object, room, building or design on a 2D surface. One of the defining characteristics of an isometric drawing, compared…

1. AIM :    To create a 3D Furniture element using AutoCAD software.   INTRODUCTION :    Various commands used QNEW command UN command Box command Rectangle command Extrude command SUBTRCT command DIMLIN command 3DO command UCS command   PROCEDURE :    Type QNEW in command box, press…

1. AIM : To create the layout of the plan and section A of the challenge 7, using the template Tutorial-mArch.dwt. Use the Mv command to create the viewport. Use ATTTEDIT to edit the information in the title block. Use A11 for the layout aand take a plot.   INTRODUCTION :    There are two types of viewports…

1. AIM :    To create the layout of the kitchen and providing hatches to it using the autocad in detail.   INTRODUCTION :    kitchen layout is the most important part of designing your perfect kitchen. It's the layout that will determine how you cook, how you eat and how you socialise So whether…

1. AIM :   To create the templates as shown in Figures. Take the size of the title block as per industry standards 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.   INTRODUCTION :   …

AIM  : To design and draft the layout of a residential building of plot size 60'x20' (18.3mx6m) facing east. Develop architectural drawings such as floor plan, elevations, sections and develop structural drawings such as column, beam, footing.   INTRODUCTION  :   A Residential building of G+1 is…

AIM : To draft the given sketches of various geometries using chamfer, fillet tool in Autocad.   INTRODUCTION : In AutoCAD various tools like rotate, chamfer, fillet, offset, mirror, lengthen, join, ray, Trim, Extended etc to ease the sketching process.   Drawing 1 :      PROCEDURE : New sheet…

AIM : To create a floor plan, footing detail and isometric view using AutoCAD.   INTRODUCTION : Autocad software consists of different tools that are essentially for drafting a floor plan, footing detail or an isometric view. Some of them includes rectangle, polygon, polyline. There are various modification tools…

AIM :  a. Create the geometries from P1 to P2 using all the coordinates system methods. You need to use the Line tool to create the geometries. Where required you need to use the circle tool. b. Draw the profile and the trusses using any coordinate system methods. The dimensions are there for references.…

AIM OF THE PROJECT :  Sketch a G+1 floor residential plan, according to Vastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction. Also assume the sizes of the structural elements like column, beam, slab etc. And accordingly calculate the individual corresponding…

1. Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without flyash. A.  M35   -    M50   -