Aim:To Design and Draft a layout of a residential building of Plot Size-18.3m x6m with East facing and draft Architectural Drawing like floor plan,Elevation & section and Structural Drawing like Column,Beam &Footing plan. Introduction:Design and Draft a layout of a residential building with section…

 Aim:To Creating Bar Bending schedule, Different Door types, and Creation of standard drawing templates using AutoCad Introdution:creating bar bending schedule,doors,drawing templetes by using the commands like block,insert,rename,scale,move,copy,attribute etc in autocad. Procedure: To create the different templates…

Aim:TO Create Kitchen layout, Hatching of Architectural elements and sectional view of an Industrial Building in AutoCad Introduction:Create the kitchen layout for above and below counter plan,elevation,Sectional viewfor industrial building by using required commands in autocad. Procedure:Start autocad with templete IS…

Aim:To create the Creation of Multiple viewports, Scaling the drawing and setting in Template in AutoCad Introduction:Create the multiple view ports for given layouts in plan & Section,Kitchen layout and setion view by using  required templete and scaling using autocad. Procedure: Layout plan& section Create…

 Aim:To create the 3D Models like Furniture, Footing, Girder, Column drop with panel and Gable Wall in AutoCad. Introduction:Create the 3d models by using 3d commands like 3d face,3d o orbit,Sweep,loft,revolve surf in autocad 3d. Procedure: Start autocad,in settinf select the 3d basics. Select the line command…

Aim:To create the  3D Isometric view of various structural elements in AutoCAD. Introduction:Create the 3DIsometric view of giving drawings by using solidedit,3dorbit,rendering. Procedure: Create the given plan and draw the 3d isometric view in engineering units. To Create the 3D View of the Building Façade…

AIM:TO Create a 3 dimensional model of the residential building with a rendered view.   INTRODUCTION:Create the 3d model of residential building by using required 3d commands with rendering. PROCEDURE: Start autocad with required format. Draw the residential plan with required measurements. Draw the Elevation for…

Aim:To create the 3D Creation of Ceiling, Roof, Architectural plan, Structural plan, Sectional view, Elevation view and Camera specific view for a house plan using REVIT. Introduction:Create the 3D modeling of floor plan,in architectural and structural,section views ,elevations,3d views Camera placements for the 3d views.…

   AIM:To  Creating of Architectural and Structural model with 3D rendering using REVIT. INTRODUCTION:Creating of Architectural and Structural model with 3D rendering by using of architectural and structural templeate in Revit. PROCEDURE: 1ANS:MULTI UNIT RESIDENTIAL APARTMENT. 2ANS:Project information and…

 AIM:To Creating the Conceptual mass in REVIT and Creation of Sinusoidal curve and a Parametric stadium using Dynamo. INTRODUCTION: Create the Coneptual mass and parametric structure using dynamo in revit by using the code blocks,integer numbers,wall by its curve,Number slides,Geometery. PROCEDURE:     1ANS:…

 AIM:To answer the above given all question by Usage of Navigation tool , Timeliner and Clash Detection test using Naviswork. INTRODUCTION:  Navis work mange is used stimulate the work flow of architectural and structural projects by usiing various tools like clash detction, timeliner etc. PROCEDURE: 1ANS: Open…

AIM:To create the beam with 16m span of fixed one end and roller support and 50kn point load at mid point and of Shear force diagram and Bending moment diagram by using STAAD Pro software. INTRODUCTION: STAAD Pro is used for analysis of structure by using materials,size,geometery, loads. PROCEDURE: 1.1ANS: Ope the STAAD…

AIM:To create the simply supported and fixed beam by using the given load condition and spans. INTRODUCTION:STAAD pro is used for structure analysis of structure by using the shear force diagrama and bending moment diagram. PROCEDURE: 1.1ANS: Open the STAAD  In analyatical model,properties then define the shape (circular)…

AIM:To create the wind pressure, dead load and live load for given hospital at darjeeling. INTRODUCTION:In stadd pro calculated the load and load combinations, wind pressure. PROCEDURE:  1.1ANS: The primary load cases are involved in structure design. Dead load Live load Wind load Sesimic load 1.2ANS: ONE WAY SLAB-The…

AIM: TO Create the  multi-storey 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…

 AIM: Design a Warehouse Building located in Chennai using STAAD Pro and staad foundation.  1.1ANS:  GIVEN Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12   STEP_I -Roof Calculation x/(b/2)=1/12 x/(35/2)=1/12 x=1.46m …

1aANS: Observations The concrete beam is crushed and reinforcement is exposed. The top beam is safe because of slab ,the damge occurs only at bottom. The cracks develped at the bottom to top ,so the yeilding occurs in bottom support only. It looks like rupture because the concrete spelled beyond the reinforcement. Irrepariable…

1ANS:The difference between the static and dynamic analyisis S.No. Static Analysis Dynamic Analysis 1 It is used for calculate the stress,strain deformation at constant loads(Dead load,liveload) It is used for calculate the stress,strain deformation at varying loads with time(Earth quake load,wind load,snow load etc) 2…

GIVEN:     Modified mass matrix(m) m=ϕTnm ϕn m1=3.861m m2=7.56m m3=3.861m m4=3.86m m5=3.861m Modal Property(L) L=ϕTnml l=influence factor L1=4.123m L2=-1.3m L3=0.683m L4=-0.381m L5=0.175m Modal Participation factor (Г)   Г=L/M Г1=1.067 Г2=-0.172 Г3=0.177 Г4=-0.099 Г5=0.045 Effective Modal mass(M*) M*=L2/M…

1ANS: Comments on framing plan with respect to Symmetry The framing plan  symmetry in both axis. When the framing plan  is spilt in to vertically ,it is mirrored, so it is a symmetric sbout Y-axis. When the framing plan  is spilt in to horizontal,it is mirrored, so it is a symmetric sbout X-axis. So the…

1ANS: Comments on restraint of floor shrinkage  It will have higher restrain to shrikage because of all corner are at fully restrain. It as a average restrain to shrinkage because of all corners are free but edges are restain. It as a possible of small non structural cracks because of no restains at corners and edges.…

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. INTRODUCTION: Etabs are used for the high rise structure analysis and design for static and dynamic. PROCEDURE: Open the Etabs Make the grids as…

AIM: To Prepare the the etabs model for given ones and extract the factors influencing the dynamic characterstics ,Natural period and mode shape of oscillation. Introduction:Etabs are used for structural design and analysis of high rise building ,mostly for sesmic design. Procedure:   1A:2Storey building with…

  AIM: Reinforced detailing of beam by using Etabs INTRODUCTION: By using the Etabs to find the longitdinal and shear reinforcement of beam PROCEDURE:  Open the Etabs given. Select the Columns in grid A and B . Then apply the concrete frame select the logitudinal and shear reinforcement. Then detailing the beam by using…

AIM: To make the reinforcement detailing of the column by using the Etabs. Introduction:  Etabs are used for the making the high rise building design and analyiss. Procedure: Open the given Etabs file Select the Column along the grid of Aand B Then make the Longtudinal an shear reinforcement  Then the draw the detailing…

AIM: Analysis & Design of RCC shear walls in the model using ETABS. INTRODUCTION: To design the shear wall  by using the Etabs and detailing by using the Autocad. PROCEDURE:  Open the given Etabs folder. Then select the A-11 grid shear wall. Then make the shear wall and select the longitudinal reinfocement and shear reinforcemnt.…

AIM: To design the footing by using the given data and check for one way shear and two way shear. INTRODUCTION:Design the footing by using the IS 1893 code provisional . PROCEDURE: STEPS INVOLVED IN FOOTING DESIGN Calculation of gross soil pressure for footing area. Calculation of net soil pressure for flexure and shear…

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a.Modeling b.loading& loading combinations c.structural analysis d.Design of structural member

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