Ans 1 )     AIM:- To model a Ceiling from the architecture tab above the walls at the first-floor level. PROCEDURE:-     Step:-1 First we open the revit sofware, and select the ceiling option from the architecture toolbar.               Step:-2 After selecting the ceiling option, then select the each room one by one. Then…

1) 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) My project is to built the Multi-unit residential apartments from the given three options.…

Ans 1)  Aim:To create a set of sinusoidal points, create a curve and To create a surface out of the curve. Procedure: Step 1: Open the Revit software, Select architectural template and click on the dynamo option in the manage toolbar. After opening the dynamo, double click on the dynamo screen. Step 2: In the library…

Ans 1) AIM:- To export the Revit architecture and structure model to Navisworks Cache file following the export settings. INTRODUCTION:- Navisworks Cache Files are created mostly for ease of use and speed. When you open a model created in other programs, it creates a cache file that is much smaller in size, and you…

 Ans 1 : AIM:    Identification of Cracks INTRODUCTION: There are two types of failure modes in reinforced concrete beams: flexural failure and shear failure. The former occurs when the imposed load exceeds the flexural capacity of the beam's materials, whereas the latter occurs due to a lack of…

Ans 1 =  STATIC ANALYSIS:  The main difference between static and dynamic analysis is TIME! If the load is applied so slowly, that inertia effects won’t play a role, all you need is static analysis. DYNAMIC ANALYSIS: Dynamic analysis handles impacts and other “fast” happening situations,…

Ans 1: AIM: To comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y looking into aspects of symmetry, redundancy and bi-directional stiffness and ductility. INTRODUCTION:- Layout of the framing plan which is shown in the figure above concerning earthquakes in…

ANS 1 :                                        Compareing is given below  CASE 1 CRITERIA FOR CASE 1 :  1.Restraint of  floor shrinkage :  Observation :                     full restraints at all corners .  Conclution :                    In this case will have higher restraint to shrinkage. thus lead to creaks in the…

AIM: ETABS modelling of a 25 storey building 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 25 storeys has a storey height of 3 metres. PROCEDURE:  STEP1 Open E-Tabs ->new…

AIM : Comparative study of different storey buildings for Seismic forces INTRODUCTION : There are 10 project of different story building (A, B, C, D, E, F, G, H, J, K).   Material Properties assigned as : Grade of Concrete : M30  Grade of Steel Reinforcement Bars : Fe 415    Dead Load on beams…

Aim:    To Providing details of longitudinal and shear reinforcement for the two continuous beams using ETABS Step 1: 1) After downloading the model given in the question, click the Concrete frame design tool in the ribbon tab. 2) Choose Select design combinations 3) Select the appropriate combination from the dialogue…

Anss)  AIM:- To provide ,the details of longitudinal reinforcement for the two columns (3A & 3B), from foundation to terrace level. The details of shear reinforcement as per special confining reinforcement provision of clause 8.1 of IS 13920-2016.   PROCEDURE:- Open the attachment file in etabs of…

Aim:   To run the analysis and design the RCC shear walls shown in the etabs model. Step 1: 1) Open the ETABS file 2) After the analysis click Concrete frame design Step 2: 1) Need to check there is any failures occurs 2) Click Shear wall design tool 3) select Display info and choose PM failure  Step 3: 1) Click any wall…

Aim: To model and analyze the G+7 storey building using ETABS with application of proper load cases and load combinations for the given typical floor plan drawing. Step 1: Open the ETABS Software. Set the Grid and storey details using editing options.Provide 4 grids at x-Direction and 6 grid at y-Direction with the proper…

Aim To design a square footing for a column size of 400x400. Introduction The footing is a structural member that safely transmits the load of the upper building to the ground, and is the first construction member of the building. The basic method of footing design is to distribute the load so that the size per area the…

AIM: To Analyse and model Isolated footing as per calculations by using SAFE. Procedure: Open safe software New model > input settings > metric units > IS 456-2000 SELECT Single footing   material properties modulus of elasticity: sqrt25x5000=25000N/mm^2 add rebar slab property     soil subgrade property assign soil proprty…

DESIGN AND ANALYSIS OF A HOSTEL BUILDING AT GUWAHATI ASSAM   Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam.  Introduction: ETABS is an engineering software product that caters to multi strorey building analysis and design. SAFE represents…

 Ans 1) - We can see that Truss A is a Pratt Truss and Truss B is a howe truss. Pratt Truss -It is one of the common forms of the truss and is made up of vertical and diagonal members that form an N shape or pattern. The diagonalmembers are arranged so that they only develop tensile forces. As such, they can be designed…

Ans 1 - Aim- To Calculate net section area of tension member of given figures. Given data- Plate width b= 260mm,  thickness of plate t= 20mm, Bolt Size =20mm Bolt hole dia dh =20+2 = 22 mm As per IS-800.2007 Clause-6.3 Net area of cross section An = (b-n dh) t = (260 – 4 X 22) X 20 = 3440 mm2 Plate – Zigzag bolting   Angle…

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  Question 1: - Section classification problem for listed beam shapes Calculate section classification of following beam shapes Answer: - Assume all Sections are Fy 250. ε = (250/fy)1/2 = (250 / 250)1/2 = 1 ISMB 500 From Table, d = 500 mm b = 180 mm tf = 17.2 mm tw = 10.2 mm As per IS 800 : 2007 Table 2 b / tf = 180 /…

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. Solution: 2. Check whether intermediate stiffener required…

Ans 1 :     Ans 2 :       ANS 3 : Axial force type – Lateral force or horizontal force with pinned support Bracing Type – Diagonal bracing in that diagonal brace back     Axial force type – Lateral force or horizontal force with pinned support Bracing Type – K type bracing Axial force type – Lateral force or horizontal…

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…

Loading, Analysis and Design Procedure in STAAD Pro 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…

  Aim:-          To Model and Desogn a Proposed Coil Centre in Chennai using STAAD Pro. Procedure:- Step 1:- First we have model and design a Main Frame with Lean (Grid 2). Open STAAD Pro Software, and create a new file. In Geometry Tab, Create a Main frame model using Nodes, Beams and Mirror…

  Soln 1) Given data:- Roof Slope 1:10 Bay Spacing = 5 m Live Load = 75 kg/m2 = 0.735 kN/m2 = 0.735 x 5 = 3.675 kN/m Dead Load  = 5 kg/m2 + 25 kg/m2 = 30 kg/m2 = 0.294 kN/m2 = 0.294 x 5 = 1.47 kN/m   Aim:-           To Design a 3 hinged pitched…

  Ans 1 ) Aim:-         To Calculate the total number of purlins and girts required for the building with given inputs. Procedure:- Step 1:- Open STAAD Pro Software and draw the building using commands for the given inputs.                   Step 2:- No. of Horizontal member at Roof Level along single roof = (Length of…

   Ans 1 ) Aim:-  To calculate the friction load on the axis. Procedure:- Friction factor/coefficient and friction load on Piping: Materials Friction factor Steel to Steel          0.3 Teflon to Steel          0.1 (A)  When Steel pipe is resting on steel:   Friction force in longitudinal direction (Ff) = Coefficient of…

Ans 1 ) Aim:-         To design Isolated Footing for a column 300 mm x 450 mm carrying axial load of 1500 kN and Mu of 150kNm using STAAD Foundation. Also Validate the design through hand calculation. Procedure:- Step 1:- Open STAAD Foundation Software, and Create a New General Foundation. Then Setup Units as SI Unit.…

Model & Design a Proposed PEB Warehouse using STAAD. Pro with following Technical specification.  Aim:-         To Model and Design a Proposed PEB Warehouse using STAAD Pro. Procedure:- Step 1:- Open a STAAD Pro software and Create a File. In Geometry Tab, Create Model using Nodes and Beam…