Reinforcement detailing of Columns from ETABS output

Q1. 1. Write the steps to upload a .std file through webmail? ANSWER:- The steps involved in uploading a .std file through web mails are as follows; Open the STAAD pro software and locate the share option on the introduction screen. After clicking on the share button, select send mail option. Then, browse for the. Std…

AIM:-To Create and Analyse the given building in ETABS 2012, the structural model has to be prepared in accordance with IS 1893 and as per IS 13920. To design the pile cap and pile reinforcement details,Tie  beam  connecting the pile caps, to sketch the column reinforcements, to produce the framing plan and beam…

1. Model the isolated footing provided in the week 11 challenge on SAFE. Could you review and design it to verify the size, depth, and steel provided according to calculations? AIM:-  To model the isolated footing by using  SAFE and to analyze and design it to verify the size, depth, and calculation of steel provided INTRODUCTION:-…

I've attached the answer sheet for you.   Design a square footing for a column size of 400x400. The axial compression load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at 2 meters below E.G.L. Participants can go for either a tapered or stepped footing. Besides the…

QUESTION: The architectural drawings for a G+7 residential building in zone 5 have been provided. The floor plan is the same for all seven-floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural drawings have…

QUESTION: The tabs file for a G+6 building is provided. Run the analysis and design the RCC shear walls (shown in the tabs 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…

Reinforcement detailing of columns in Etabs 2018. The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections. 3A 3B Provide details of longitudinal reinforcement for the two columns,…

1.) Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams on the 1st floor.         1) 3-span continuous beam along grid A     …

Factors influencing the dynamic characteristics of a building:- * Buildings oscillate during earthquake shaking. The oscillation causes inertia force to be induced in the building. * The intensity and duration of oscillation and the amount of inertia force induced in a building depend on features of buildings,…

AIM:  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 file A new tab will open Choose the built-in…

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, and lines depict beams). Look into aspects of symmetry, redundancy, and bi-directional stiffness and flexibility. Ans: Symmetry: It is observed that the distribution of mass…

Question 1: A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. The fundamental period of vibration (T1 = 2 seconds) and…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) Static Analysis: Static analysis of structures considers static loads acting on the structure such as dead,live load which does not vary with time and are not considered to be sudden. In static analysis stiffness matrix alone…

Question 1: What is the beam's mode of failure or damage in the figure above? Would you characterize the case as damage or as a failure? Are the damages repairable? Elaborate a)    Crack is formed due to flexural failure in beams. As we can see, the damage is caused more to the shaft than by the column. Damage…

1) Use the Architecture/ Structure Project file developed by you in weeks 6 to 8. Export the Revit architecture and structure model to the Navisworks Cache file following the export settings discussed in class AIM: To use the architecture/ structure project file  to export the Revit architecture and structural model…

Using Dynamo, create a set of sinusoidal points, a curve, and a surface out of turn. AIM: We need to create a sinusoidal point, then the curve from the end, and then create surface INTRODUCTION: By using dynamo created a sinusoidal point, then made a curve from the end and converted it into the surface PROCEDURE: STEP…

Q1) AIM:  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) OFFICE BUILDING Q2) AIM :  Assume reasonable assumptions for geographic…

Ans.1  AIM : To model a ceiling to the previously created project with the help of architectural tab above the walls at first floor level. TOOLS USED : Architecture tab, ceiling, sketch ceiling,pick lines, properties.     PROCEDURE:- First we open the revit sofware, and select the ceiling option…

Aim: To create a three-dimensional model of the residential building with a rendered view in AutoCAD. Rendering is creating a raster image based on 3D objects in a scene. A renderer calculates the appearance of the material attached to the thing in a location and how lighting and shadows are calculated based…

 01. Create a 3D Isometric View of the building with plan and elevation given. Side View  Back View 2. Create the 3D View of the Building Façade as given in the plan and elevation. Also, see the detail of the window. 3. Create the ismoteric 3d view of a stair with railing as shown in the plan and elevation.…

 Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing.  Create the 3d Model of an Isolated footing as shown in Figure. 3. 4. Create a 3d Model of a  drop column with panel as shown in section and isometric view. 5.  Create the 3d model of a wall as shown in…

3 Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. Use the MV command to create the viewport of the size, as shown in Figure. Also, use the ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

  01 Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards.  2.  Create the elevation of the plan created in the Challenges 7 and apply…

1. Create the templates as shown in the Figures. Take the title block size per industry standards, or you can assume it per the paper's size. Use text and attributes wherever required. After creating the title block, you need to save it as a block with the names: Custom1_titleblock and Custom2_titleblock, respectively.…

Aim: To draft the floor plan of the house in a 60’x20’ East facing and draft its Elevation, Section and layout of Column, Beam and Footing using AutoCAD  General Information: The Plot size for the Construction of the  residential floor plan has 60'x20' where the plot is East facing and has a Total…

 First,  Choose the rectangular tool.  Let's assume rectangular Specify First point is (1,1) put dimension is @0.90, 0.25. and choose a line tool to make load Bearing over spread footing  and decide to specify the point of rectangular take dimension X axis is 0.25 and go Y axis dimension is 0.40. again…

ANS .1  Aim - The geometries from P1 to P2 using all the coordinate system methods. It would help if you used the Line tool to create the geometries. AutoCAD is a commercial computer-aided design (CAD) and drafting software application. Developed and marketed by Autodesk, AutoCAD was first released in December 1982…

AIM: To sketch a G+1 floor residential building plan according to Vaastu Shastra and list the names of the structural drawings required to be provided to the construction site.   Vaastu Shastra:- Vastu Shastra is the Ancient Indian Science of architecture and acts as a guideline to design your home in a way that enhances…

 The concrete mix design for M35 grade concrete with Fly ash.  Grade designation : M35  Type of cement : OPC 53 Grade conforming IS 12269  Maximum nominal size of aggregate : 20mm  Minimum cement content : 320 kg/m3 (IS 456:2000)  Maximum cement content : 450kg/m3  Maximum water-cement…