Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

Q) Model a 25 storey building on ETABS 2018 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 :…

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.   Answer: 1.Symmertry Having a look over the aspects of symmetry…

1)  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)…

AIM - TO STUDY THE INTRODUCTION OF STRUCTURAL DYNAMICS INTRODUCTION - Structural dynamics is a type of structural analysis that covers the behavior of a structure subjected to dynamic (actions having high acceleration) loading. Dynamic loads include people, wind, waves, traffic, earthquakes, and blasts. Any structure can…

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

Question 1: a) b)  c)  What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate Ans : 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 fracture strength, is a material…

Introduction: 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 that consist of nodes.   Using dynamo work can be carried out with enhanced BIM capabiilities…

====================================================================  Plz find Attached File  ================================================================ 1) Select the type of structure you want to build from one of the three below:        a. Multi-Unit Residential Apartment   …

=================================================================== Plz find Attached file naming as challenge 4  =================================================================== 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…

  ----------------------------------------------------------------------------------------------------------------------------------------- Please find attached file naming as challenge 14. -----------------------------------------------------------------------------------------------------------------------------------…

1) Create a 3D Isometric View of the building with plan and elevation given. Ans : Open new file in autocad ,  change the workspace in 3D and draw the wall section and given Draw windows byusing line command Now extrude the wall upward 10'10" Draw rectangle at the top fo window  EXtrude those rectangular…

-------------------------------------------------------------------------------------------------------------------------------------------------------- PLEASE FIND ATTACHED FILE NAMING AS CHALLENGE 12 --------------------------------------------------------------------------------------------------------------------------------------------------------…

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 wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards. Ans : Step 1 Using line , offset , trim commnad draw  step 2 Using rectangle , line ,…

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

--------------------------------------------------------------------------------------------------------------------------- PLEASE FIND ATTACHED FILE NAMIMG AS CHALLENGE 8 ---------------------------------------------------------------------------------------------------------------------------   1) Design and…

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…

Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash Ans : INTRODUCTION : Concrete mix design is the process of finding right proportions of cement, sand and aggregates for concrete to achieve target strength in structures. So, concrete mix design can be stated…