1. AIM: To create an  Architectural drawing consisting of Floor plan, Elevations and Sections for the plot size 60'x20' and also create the structural drawings for Column, Footing and Beam. INDRODUCTION: To draw an architectural and structural drawings in an Autocad. Plot size: 60'x20' Orientation: East facing Command…

1. AIM: To design M50 without Fly ash using IS code Concrete mix design for M50 grade concrete without Fly ash Grade designation - M50 Type of cement - OPC 43 Maximum nominal size of aggregate - 20mm Workability - 110mm Exposure - Severe Minimum cement content - 320Kg/m3 Maximum w/c ratio - 0.45 Minimum garde - M30 Method…

AIM : To sketch a G+1 floor residential plan according to vaastu shastra and list down the names of the structural drawing                  Ground floor                     …

AIM: To create a 3 dimensional model of the residential building  To create a rendered view of the developed model. To use materials and light setting. Procedure: Here in the project we are going to create a 3d model of a residential building. This is building after being created, it is rendered. The rendering…

1. AIM: To use the architecture/ structure project file  to export revit architecture and structural model to Naviswork cache file TOOLS USED: FILE EXPORT NWC PROCEDURE: open an architectural model created in week 8 click on 3D view go to file click on export and save as NWC     Repeat it for both architctural…

1. AIM To create sinusoidal point then curve from the point and then create surface INTRODUCTION By using dynamo created a sinusoidal point then created a curve from the point and converted into the surface PROCEDURE  OPEN DYNAMO Open Revit software In new architectural template   Go to manage tab, click on dynamo…

1. As per the given options in the question I am opting for Multi Unit Residential Apartment 2. For Geographic and location details assumptions which I have made are:- My project is in residential area (medium populated) Road width in front of my apartment is 60 feet My project is in plain area As per the NBC Height Limit…

1. AIM: To model a ceiling from the architecture tab above the walls at the first floor level INDRODUCTION: The creation of ceiling within Revit is a very similar process to that of floors and Roofs Place a correct ceiling plan view before you start PROCEDURE: STEP 1 First open the Revit software and select the ceiling…

1. Steps involved to upload a .std file through web mails are as follows Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option. Then, browse for the. Std file on your machine & send it.     2. Different…

1. 1. Go to properties in that select define property select circle and give the radius for the member and assign the defined circle to the member created     2. While creating a model go to unit system and assign the units Go to geometry in that’s elect input units and assign the units Go to view menu…

1. 1. The primary load cases that are to be considered for design are listed below: Dead Load (IS 875: Part I). Live Load (IS 875: Part II). Wind Load (IS 875: Part III). Snow Load (IS 875: Part IV). Seismic Load (IS 1893: 2016). 2. One-way slab is a plane surface of uniformly loaded which deforms into a cylindrical shape…

AIM: To design a multi-storey Residential building which is located in Banglore using the STAAD Pro Software. PROCEDURE: DBR-Design Basis Report: GIVEN DATA: Building Floors : G+6+R Plan Dimension : B = 25m,L = 16m. Story Height : h = 3.5m. Soil : Hard Soil. Use : Residential Purpose. Safe…

1. ROOF SLOPE CALCULATION: Roof Slope  = 1 in 12 Width, b     = 30 m X / (b/2)    = 1/12 X               = (30/2) / 12  =  15/12 X              = 1.25 m GEOMETRY / MODEL CREATION:   PROPERTIES:   3D VEIW OBJECT: Material: STEEL   BETA Angle 90 degree for wind / gable columns SPECIFICATION: Member Tension End MY MZ Start…

1.   a. It is the form of flexural failure due to reversal of stress during earthquake During stress reversal support top experience compression and bottom experience tension Top compression is managed by slab advantage.Bottom tension was not satisfied by the provided reinforcement Since the reinforcement got yielded it…

1. 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 is considered and the inertial forces are not considered.Motion of the structure is not considered.…

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1. Respect to symmetry in X direction If we split the plan vertically half, it will look mirrored. So we conclude the given plan is symmetric in X direction Respect to symmetry in Y direction If we split the plan horizpntally half, it will look mirrored. So we conclude the given plan is symmetric in Y direction Respect…

1. Restraint of floor shrinkage Will have higher restraint to shrinkage, thus lead to cracks in the floor Average Will not effectively restrain the shrinkage, so possibly less cracks The lateral stiffness b. will provide higher lateral stiffness for a pure seismic acceleration in X and Y direction Torsion with respect…

Aim: To model a 25-storey building using ETABS software and verify the seismic code requirement from ETABS analysis. Procedure: Open ETABS software. Click New model. Give model initialization setting as follow Click ok In the new model quick template dialog box , select custom grid spacing and click Edit grid data Give…

AIM: TO MODEL AND ANALYZE MULTIPLE BUILDINGS WITH DIFFERENT FLOOR LEVELES AND DESIGN PARAMETERS USING ETABS SOFTWARE AND COMPARE THE RESULTS TO UNDERSTAND THEIR OVERALL SEISMIC BEHAVIOUR   INTRODUCTION The structural configuration of building plays a majaor role in determining the overall response during an earthquake.…

im: Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design of 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 2) 7 span continuous beam along grid 3 Provide…

AIM In the given ETABS project we have to analyse and resedign the RCC moment resisting frame in two columns at the following grid intersection 3A & 3B from foundation to terrace level by using etabs with reference of 13920-2016 INTRODUCTION In the modal we provide the details of longitudinal reinforcement of two columns…

AIM To complete the study and design of the RCC shear walls is the goal of this assignment. PROCEDURE                                  

Footing size Column load 2000KN 10% OF FOOTING SELF WT= 2000X10/100=200KN Axial load on footing = 2000+20= 2200KN Area of footing A= 2200/150 = 14.66m2 B=L=√14.66= 3.383m say =B=L=3.9M Net upward pressure =2200/(3.9x3.9)=144.64x1.5=216.96kn/m2 Bending moment load on critical section= 4x216.96=867.84kn/m BM=WL^2/2=867.84X1.75X1.75/2=1328.88KNM…

1. To Analyze and design the isolated footing from week 11 challenge on SAFE Introduction: CSI SAFE (slab analysis by the finite element method) is the best tool for designing concrete slabs and foundations. Procedure:Step:1 Open the SAFE Application. Select New model. Followed by the input settings, Units was selected…

NTRODUCTION:- The procedure and anaylsis and design of given building will depend on the type of building, its complexity, the number of stories etc. First architectural drawings of the building are studied, structural systems is finalized, sizes of structural members are decided and brought to the knowledge of the concerned…