Modelling of 25 storey building with the specified properties using ETABS

AIM: A 100 m WBM road needs to be constructed inside the Skill Lync Education center premises to allow access to the center for students and faculties.Create the following Project (under same EPS/OBS as project-1) and Resource :Project Name - Education Centre RoadAssume - Calendar as 6 x 24 and start date on 22nd Feb 2021…

Step 1: Make the EPS as “Skill-Lync Education” and OBS and assign a Project Manager * Enterprise tab > OBS > add ( new > project manager ) *Enterprise > EPS >Skill -Lync education  *Assign > OBS ( project manager ) *Click okay  project us created under EPS " Skill-Lync Education Centre" *Project will start on 1st October…

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. Follow IS800:2007, IS1893…

Design of Foundation in STAAD Foundation 1. 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. Use…

Modeling , Analysis & Design of Industrial building (PEB/Truss) in STAAD pro. 1. 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…

Modeling , Analysis & Design of Industrial building (PEB/Truss) in STAAD pro. Purlin & Girts number determination problem Calculate total number of purlins and girts required for the building with following inputs Given Data:- Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Therefore Roof height = 2.5…

Analysis & design of Typical Steel Frame structure using STAAD. Pro (100 marks – 45 mins) 1. Design of dual slope (pitched) roof frame Design a 3 hinged pitched roof frame of a steel building. Assume no wind load acting on the walls and roof. Analyse the frame structure and draw bending moment, shear force and axial force…

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…

1) Aim: To Model a Structure in Staad for given 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 Supporting Floor Beam @ 6 m c/c Along the frame…

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 commands…

Solution:   3. Lateral Load resisting system & Gravity Load resisting system Draw the load path and identify the Axial force type in different type of bracing system below to resist horizontal shear & gravity load. Also state the type of bracing system Solution: Axial Force Type - Lateral force or Horizontal force with…

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.   2. Check whether intermediate stiffener required for…

1. Section classification problem for listed beam shapes Calculate section classification of following beam shapes ISMB 500 ISMC 200 PG 1300 x 450 x 50 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               2. Effective length problems Calculate effective…

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 ANSWER  AIM- To find out between Truss A & Truss B which is the most efficient in carrying gravity load. OBSERVATION- We can clearly see that the Truss A is "Pratt truss" & Truss B is "Howe truss". Pratt truss  is one of the most common forms of truss and is made up of vertical…

AIM: To Analyse and model Isolated footing as per calculations by using SAFE.   Introduction: design isolated single footing by using safe software and do all required check, and try to design economic and safe structure      Q1. Model the isolated footing provided in week 11 challenge on…

AIM: To design and analysis of G+3 (RCC) hostel building in ETABS and Foundation in CSI SAFE. INTRODUCTION: The procedure and anaylsis and design of given building will depend on the type of building, its complexity, the number of stories etc.First architectural drawings of the building are studied, structurl systems is…

Data are given:   Column size 400mmx400mm   Compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN   Safe soil bearing capacity at a depth of 2 meters below E.G.L is 150 kN/m²   Assuming the self-weight of the footing and soil above it as a 10% load   Grade of concrete=25…

ANSWER 1. AIM : To model and analyze the G+7 residential building from the given architectural drawings using the ETABS 2018. INTRODUCTION : Introduction:- ETABS is an engineering software product that caters to multi-story building analysis and design.Modeling tools and templates, code-based load prescriptions, analysis…

Aim:  To Exporting the Revit architecture and structure model to Navisworks Cache file as discussed in the video. Tools Used:     * File     * NWC     * Navisworks Procedure: Step 1: 1) Go to Autodesk website 2) Search Naviswork export utility and download 2021 version 3) Click run…

AIM : The etabs 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…

Aim: To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level. Step 1: 1) Open a G+4 Etab file 2) Click the Concrete Frame Design tool 3) Select the Display Design Info option 4) Choose design output as Longitudinal Reinforcement   Step 2: 1) After Selecting the Longitudinal…

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 box…

Comparative Study of different storey Buildings for Seismic Forces. Factors influencing the dynamic characteristics of a building. Factors influencing the Natural Period of a building. Factors influencing the Mode shape of oscillations. AIM: To Model and Analyze multiple buildings with different floor levels and design…

) Select Uniform Step 18: 1) Choose the load pattern name as already set in the previous step. 2) Input the load as 3kn/sq.m as given in the question 3) Click ok Step 19: 1) Similarly we need to assign the live loads for all the beams 2) click the Select tab 3) choose object type and select Beam Step 20: 1) Choose the…

Answer 01 The more restrained we provide in the way of the floor shrinking and expanding the more cracks will appear.Out of these 3 structural systems, there will be some system which will let the floor Shrinkage and expand more freely thereby minimizing the crack. And Similarly, there will be some system out of these…

Answer 01 In this, the layout of the framing plan is Symmetric. A symmetrical well-distributed plan layout of structural elements is appropriate to achieve uniformity. The use of many, evenly distributed structural elements increases the redundancy of the structure, that is the structure becomes more reliable to resist…

AIM : TO COMPUTE Ln, Mn AND `Γn FOR EACH OF FIVE MODES FROM THE GIVEN EQUATIONS .                     TO CALULATE THE EFFECTIVE MODAL MASS Mn*  AND THE MODAL MASS PARTICIPATING RATIO  FOR THE 5 MODES.              …

ANSWER 1 STATIC ANALYSIS : LOAD IS NOT VARIABLE WITH TIME AND NEGLECTED DUE TO SLOW APPLYING OF LOAD  MOTION OF THE STRUCTURE CAN BE DISEGARDED  THERE IS NO NECESSITY TO COUNT INTERIA AND DAMPING FORCES IN CASE OF STATIC ANALYSIS , BUT THE ELASTIC FORCE SHOULD BE ACCOUNTED. THERE IS NO INTERIA EFFECT ON STATIC…

Answer 01 AIM:-To find the type of structural issues and it's possible rectifications on the  following figures of  building structures. Damages on a structure:- A damage can occur in a structural frame or an element prior to its complete collapse of the element/structure. A damage is definitely repairable…

Answer 01 AIM:To create a set of sinusodial points,curve and to create a surface out of the curve TOOLS USED:Architectural template,dynamo,manage tool,code block,range. PROCEDURE: a)open an architectural template  b)select dynamo icon from manage tool.after clicking on it,you will get a new file.     c)go…

Answer 01 from the options i have selected to build multi unit residential apartment. Answer 02 According to geographic and location details,i have assumed 1)my building is in residential area. 2)availability of resources is good 3)area i have bought is a plane area. 4)i have assumed soil is well enough to construct. according…

Answer 01 AIM:to create firstfloor to the previous week project and to model a ceiling from architecture tab above walls at first floor level. TOOLS REQUIRED:ceiling,clipboard,paste,sketch ceiling,3dview. Procedure  a)browse the previous week project.   b)to create first floor to the existing project,first select…