Reinforcement detailing of Columns from ETABS output

1. 1. How will you assign Circular section to column?    2. How will you assign Unit system to a .std model file?    3. What are the parameters to be specified while using “Bay Frame” option?    4. Name few codal standards incorporated in STAAD Pro software.    5. How…

1. 1. Write the steps involved to upload a .std file through web mail?    2. Name the different materials that can be designed using STAAD Pro.    3. Is it possible to capture images in STAAD Pro? If yes how?    4. Name the three ways by which you can create a model.    5. Write…

  Aim- To carryout modelling, analysis, design, and preparation of construction drawingsof a G+3 RCC building situated in Guwahati Assam.   Location – Guwahati, Assam Function – Hostel block in an academic institute he walls will be made of AAC blocks. Other loadings are to be calculated as per…

1. Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations. A.AIM: To Analyze and designthe isolated footing from week 11 challenge on SAFE To verify the size, depth and steel provided as per calculations. INTRODUCTION: CSI…

Q.Design a square footing for a column size of 400x400. The compression axial 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 a depth of 2 metres below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load,…

Q.The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 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 been provided:…

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 its associated mode shape: The…

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 reinforcing…

PROJECT:- Reinforcement detailing of Columns from ETABS output INTRODUCTION:-  The reinforcement detailing of columns consist of carrying out the design of two columns, 3A & 3B for longitudinal and shear reinforcement. Shear reinforcement design of columns: Shear reinforcement demand on columns is larger of, factored shear…

QUESTION:- 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 in the 1st floor.         1) 3 span continuous beam along grid A        2) 7 span continuous beam…

Aim: To model the buildings from A to K as per the details given below: To to carry out a comparative study of these buildings for seismic forces. Introduction: Each of these natural frequencies and its associated deformation shape of a building constitute a natural mode of oscillation. The mode of oscillation with smallest…

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. Structural Element Sizes  Beams : 300 × 400 mm  Columns : 800 × 800 mm  Slab : 150…

 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 the restraint of…

 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. A) Symmetry  Symmetry in the X-direction: If we see carefully into the above…

 1.Differentiate Static analysis and Dynamic analysis with proper representing pictures A)Static analysis and Dynamic analysis: Static analysis: A static structural analysis calculates the effect of steady (or static) loading conditions on a structure. It ignores inertia and damping effects, such as those caused by time…

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 A)  AIM: To use the architecture/structural project file developed from week 6-8, Export the Revit file to Navisworks…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. A) Dynamo is an open source visual programming language for Revit, written by designers and construction professionals. Its a programminglanguage that allows you to type lines of code;  while also creating an algorithm…

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.     AIM:- To model a Ceiling from the architecture tab above the walls at the first-floor level.     INTRODUCTION:- The creation of Ceilings within Revit is…

  1) What is the mode of failure or damage of the beams in the figure above? Would you characterize the case as damage or as a failure? Are the damages repairable? Elaborate. QUESTION-1 A)              This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bend…

 1.Setup model for RC building design and based on following parameters for cover. A.Aim: To setup model for RC building design and based on following parameters for cover. Tools Required: Tekla model File Menu Settings Structural Defaults Procedure: Firstly, open the new file.            …

1. Open the autocad 2. Type L in command prompt and specify the first point 3. draw the table as shown in the figure with ortho on  4. select the single line text and change the font to aerial as i have used here 5. type all the text as required  6. right click on the text aand go to properties and change the…

Commands Used in this challenge Line Rectangle Trim Move Copy Explode Circle Dimlinear Dimcontinue Boundary 3Dorbit 3D rotate Extrude Region UCS Camera Block Render RR Sweep Create Light   Create a 3D Isometric View of the building with plan and elevation given.     Aim: To draw the 3D Isometric View…

Aim :- To draw the 3D residential building and to create the rendered view Introduction :- The general commands used for drawing the building is as follows :   Line Polygon Rectangle Circle Erase Copy Trim Offset Extend Move Rotate Dimension Text Fillet Extrude 3D Rotate Etc.   The dimensions:   External…

Aim of the project: To create layout of the drawings created a few weeks in the challenges. Procedure: Step 1: The layout as per mentioned is selected i.e., Tutorial.mArch.dwt from the templates existing Step 2: The view ports are created as per the sizes mentioned and the drawing is adjusted in the view port to view the…

Challenge 1 Aim: To create the 3D model using AutoCAD  Procedure: Open AutoCad Selecting Imperial system  Command UN(units) and selecting Engineering with precision of 0’-0.0” Command LIMITS and having limit of (0’,0’) in lower left corner and (100’,100’) in upper right corner…

1. AIM-TO CRETAE LAYOUT OF PLAN AND SECTION OF THE PROJECT IN CHALLENGE 7 AND CREATE THE LAYOUT USING THE M-Arch TEMPLATE USING THE GIVEN DIMENSIONS AND PROPER SCALE.STEPSOpen the drawing of plan and section which is already drawn in the challenge no 7.In the left corner of the auto cad there is the tab named model.…

Aim: To Design and Draft a Layout of a Residential Building with a Plot Size of 18.3m x 6m facing east using the proper drawing techniques and editing tools with the aid of AutoCAD. Introduction: Plan, Section and Elevation are different type or view of drawings used in Construction Industry to graphically represent…

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 members…

Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ashConcrete Mix design of M35 Grade With Fly Ash: A.1. Assumed data for M35 Grade: 1Type of cement- OPC 53 Grade (Confirming to IS 8112)2Maximum Nominal size of aggregate- 20mm3Minimum Cement Content For- 340 kg/cu.m4Maximum…