Week 2 Challenge

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…

1. Design a multi-story Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows: Building floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity 180 kN/m2 Maximum slab thickness 150mm…

1. 1. State the primary load cases to be considered for design.    2. What is One – Way slab?    3. What is the value of unit weight of structural steel and soil?    4. Name few sections that can be defined using Properties tab in STAAD Pro.    5. Define Primary Beams. 2. 1. State the factors and parameters that influence…

Question 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 will you specify the design compressive strength for a RCC…

1. a) Write the steps involved to upload a .std file through web mail? Introduction :  STAAD pro ( Structural Analysis and Deign program is the abbrivation for the STAAD it is the connected version new version used to analize the RCC structure and steel structure by using this software ) It Include the GUI…

Project 2_Design & Analysis of a Hostel building at Guwahati, Assam     In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3 RCC building is provided. The following information…

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. Aim: To Analyze and design the isolated footing from week 11 challenge on SAFE To verify the size, depth and steel provided as per calculations. Introduction: CSI…

Q.1) 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,…

QUESTION:- 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…

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…

QUESTION:- 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, from foundation to terrace level.…

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       …

1. Factors influencing the Natural Period of a building: Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods?   Increase in the column size increases both stiffness and mass…

ANSWER:- Aim:- To model a 25 storey building with the given structural properties using etabs 2018. 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 methods and solution…

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…

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. The layout of the framing plan is Symmetric. A symmetrical well-distributed…

attech file in pdf formet

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures. 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…

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. a) This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bend strength, or…

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 Aim:  To Exporting the Revit architecture and structure model to Navisworks Cache file as discussed in the…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   Ans)   AIM : To draw a curve by using a set of sinusoidal points and create a surface to it.   TOOLS USED :   Architectural template   Manage    Dynamo  PROCEDURE :…

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 Aim : To select type of the structure for modelling in the Revit software. Introduction :…

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:   2) Model a roof above the ceiling by selecting the footprints of the ceiling. Using the adjustment toolbars appearing on-screen adjust the roof slope…

CREATING A 3D RENDERED MODEL FOR A RESIDENTIAL BUILDING IN AUTOCAD Aim: To create a 3 dimensional model of the residential building with a rendered view in AutoCAD. Introduction: Rendering is a process of creating a raster image based on 3D objects in a scene. A renderer is used to calculate the appearance of the material attached…

1. Create a 3D Isometric View of the building with plan and elevation given. AIM: To Create a 3D isometric view of the the building with plan and elevation using Autocad  PROCEDURE: In the command prompt type units >engineering>0'-0" In the command prompt type limmax>100',100' In the command prompt type limits…

1. Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing. AIM: To create a 3D Furniture element as given in the figure and need to assume dimensions which are missing in the drawing. INTRODUCTION:- The three dimensional furniture element was drawn in the autocad using the different…

1. 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 ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

1) Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks whereverrequired. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and othersas per the standards. Aim: To Create the Kitchen Layout and to  Also, use proper dimension techniques to dimension…

FILE ATTECH

Procedure ,  * "UNITS" used here is Engineering and inches. *"LIMITS" are set uped according to plan. * Lines are drawn using "XLINE" command. * Then "OFFSET" command is used to make a diagram. * Doors are 4'-8" primary and secondary doors are 3'-6". * Windows are also drawn as per code.   Diagram ,   …

Aim of Project :  To sketch 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.  To calculate the individual corresponding loads from the members as per IS code by assuming the size of the structural…

1. Calculate the Concrete Mix Design for M35 grade concrete with fly ash MIX DESIGN Take Sand content as percentage of total aggregates = 36% Select Water Cement Ratio = 0.43 for concrete grade M35 (From Fig 2. of I.S. 10262- 1982) Select Water Content = 172 Kg (From IS: 10262 for 20 mm nominal size of aggregates…