Foundation Design using SAFE

1.1Aim of the Project- To Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition in which beam and columns are designed using STAAD RCDC, foundation of the building using STAAD FOUNDATION and slab has been designed usinf excel. To prepare the BBS of the beams and column and foundation…

1. State the primary load cases to be considered for design. Ans- Primary load cases to be considered for design are Self-weight Nodal load Member load Physical member load Area load’ Floor load Plate load Solid load Temperature load Seismic load Time history Wind load Snow load Response spectrum Repeat load frequency…

1. How will you assign Circular section to column? Ans- After creating of the nodes and column i.e. geometry, in the properties tab, click on the define button then a pop up box will open where the section property is available. Now click on the circular section and insert the diameter as per required data and define the…

1. Write the steps involved to upload a .std file through web mail? Ans- step-1- Open the staad pro software and then click on the share left side of the interface. Step-2 – then a new window will open, after that click on the send mail bottom and then browse the .std file which is to be sent and then click on the…

1.1 Aim of the project-  To experience the entire design process from modelling, analysis, design and preparation of construction drawings using AUTOCAD and ETABS of a G+3 RCC building (Hostel block in an academic institute) in Guwahati, Assam. 1.2 Introduction- Necessary data of the building is given below, The walls…

                                                  1. Isolated footing Design using SAFE 1.1 Aim of the challenge- To model the isolated footing by using SAFE software and design the size, depth…

1.1 Aim of project- To model an apartment with all seismic consideration, based on given architectural inputs and to know how to check the seismic performance of an apartment using ETABS as per IS 456, IS 875 and IS 1893. 1.2 Introduction- The architectural drawings for G+7 residential building of zone 5 has been…

Aim of challenge- To know the general design procedure of stepped footing with manual calculation and to practice how the inputs can be collaborated and arrived as data for calculations. Introduction- The design consideration and design data has been given below, Column size of square footing= 400×400mm Factored…

1.1 Aim of the project- To know the design of RC shear wall using ETABS analysis, the basics of shear wall reinforcement detailing with respect to primary standards using AUTOCAD and to ensure the ductility reinforcement required by IS 13920-2016 satisfied in ETABS design. 1.2 Introduction Plan of G+6 building is given…

1.1 Aim of the project- To know the design of RC column using ETABS analysis, the basics of column reinforcement detailing with respect to primary standards using AUTOCAD and to ensure the ductility reinforcement required by IS 13920-2016 satisfied in ETABS design. 1.2 Introduction-   Plan and 3d elevation of G+4…

1.1Aim of the project- To know the design of RC beam using ETAB analysis, the basics of beam reinforcement detailing with respect to primary standards using AUTOCAD and to ensure the ductility reinforcement required by IS 13920-2016 satisfied in ETABS design. 1.2 Introduction- Plan and 3d elevation of G+4 building with…

1. Aim and Introduction 1.1 Aim of the Project- To study the dynamic characteristics, mode shape of oscillation and factors that influences the natural periods of different buildings having different size of columns, varying columns sizes with respect to storey and for different base support by using ETAB software.…

1.1 Aim of the Project- To model and structural analysis of a 25 storey building on ETABS with structural properties as specified below in given data. In which the building have 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…

Question 1: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…

Question 1: Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, lines depict beams). Look into aspects of symmetry, redundancy and bi-directional stiffness and ductility. ANS- Investing of the given framing plan on aspects of symmetry In…

Ans-  From the given data from question, Each floor having mass m, The fundamental period of vibration T1= 2 seconds and its associated mode shape is `phi1= [(0.334), (0.541), (0.895), (1.078), (1.173)]` The second mode of vibration having time period T2= 0.6852 seconds and its associated mode shape is     `phi2=…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures. -------------------------------------------------------------------------------------------------------- Ans- Difference between static analysis and dynamics analysis The term ‘dynamic’ simply means ‘time varying’.…

1-a- Solution Observation Below the neutral axis of Concrete in the beam i.e. at the joint of column and wall is crushed and the reinforcement is exposed to outside. Top of the beam looks uncracked, undamaged and safe because the flange advantage of slab which supports and restrain the top of the beam. Internal concrete…

1) Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file following the export settings discussed in class. -------------------------------------------------------------------------------------------------------------------------------------------…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. --------------------------------------------------------------------------------------------------------------------------------------- 1.1 Aim of the project- To create a set of sinusoidal points, a curve and surface…

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- From the above option, I want to select the type of structure u.e. Multi-Unit residential apartment.  2) Assume reasonable assumptions for geographic…

QUE-1) 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. ------------------------------------------------------------------------------------------------------------------------------------------ 1.1 AIM- To model…

Aim and introduction 1.1 Aim of the challenge: -Creating an Architectural plan i.e. floor plan, elevation and sectional view with staircases for the plot size 18.3m ×6m and develop relevant basic structural drawingse. column layout, beam layout and footing layout. 1.2 Introduction: - In the architectural plan, there…

Aim and introduction   1.1 Aim of the challenge:-To create a 3 dimensional model of the residential building with a rendered view. 1.2 Introduction:- 3D modelling in AUTOCAD is the details representation of any type of objects or any surfaces which provides the level of modelling depth and improve the control over…

1.Aim and introduction 1.1 Aim of the challenge: - To create a 3D Isometric View of the building with plan and elevation given following figure.   1.2 All the screen shots in drafting the 3D Isometric View of the building with plan and elevation that has been drawn in step by step.    ' 1.3 RESULTS:…

1.Aim and introduction 1.1 Aim of the challenge: - To create a 3D Furniture element as shown in the Figure given below in AutoCAD 3D.  1.2 All the screen shots in drafting the 3D Furniture element that has been drawn in step by step. 1.3 RESULTS: -  The results of drafting the 3D Furniture element…

1.Aim and introduction 1.1 Aim of the challenge: - To create a layout of the Plan and Section A of the project in Challenges 7 i.e. the plan has been given as follow, by using the template Tutorial-mArch.dwt in a scale as given in the Figure. by using the MV command to create the viewport of the size as shown…

1.Aim and introduction 1.1 Aim of the challenge: - To create the layouts of the Kitchen and to provide hatches pattern as shown in following figure. Also, to use blocks wherever required by providing appropriate dimensions in the plan.  1.2 All the screen shots in drawing layouts of the Kitchen and to provide hatches…

1.1 Aim of the challenge :-To create the templates as shown in Figures below. By taking the size of the title block as per the size of the paper and by using text and attributes in required place and creating the title block as named Custom1_titleblock and TITLE BLOCK 1 respectively. 1.2 All the screen shots…

Aim and introduction 1.1 Aim of the challenge: - Drafting of various geometries using Filler, Fillet tool in AutoCAD. 1.2 Introduction: - Chamfering and fileting in the field of civil engineering is very important in AutoCAD. In this different types of diagram has be done with different of length type units i.e. decimal,…

1. Aim and introduction 1.1 Aim of the challenge: - To Creating a Floor plan, footing detail and Isometric view using AutoCAD. 1.2Introduction: - In the first diagram (C1) i.e. the cross-section of the load bearing wall over spread footing. This can be drawn by using tool line and by doing offset with ortho mode, but in…

ANS. 1. Aim and introduction 1.1 Aim of the challenge: - Creation of the geometries from picture of P1 to P2 using all the coordinates system methods by using line tool to create the geometries and circle tool also and for other images P4, P5, P7, P8, P9, P10 by using any one of the three coordinate methods. Creation of…

1. Sketch a G+1 floor residential plan, according to Vaastu 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 (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the…

                                                    1.Concrete Mix Design for M35 grade concrete using fly ash as replacement of cement 1.1 AIM OF THE PROJECT- Calculation of the perfect…