Project 1_Comparative study of different storey buildings for Seismic forces

Aim:To find maximum and minimum moment,shearProcedure:

Aim:To design a water tank for residential society has 200x2BHK flats and 100x3BHK flats.Procedure:

Aim:To model member roof with cable.Procedure:Open Rfem software and start a new model and enter the required data.Now set the units Choose points and line and then join all the points 

Aim: To design and optimize braced connection in RAM connection. Procedure: Create a frame   Column splice: Beam to column joint:   Gusset plate connection: Result: Thus the shear,moment,splice connections are done.    

Aim: To perform Form finding and structural analysis of multiple masts. Procedure: Open RFEM software and input the required data.   Then now choose line and start drawing  Select the inclined line and choose rotate option and draw the copy of it and make all arches into polylines.And romove all the intermediate…

Aim: To design and optimize typical shear,moment and splice joints. Procedure:  After performing run the analysis and choose connection design Choose the beam which has to design its splice,beam column design etc, After choose it will take to staad pro.  

Aim: To analyse and design Rc structural buiding using tekla structural designer. Procedure: Open Tekla structure designer and open new From Manage property set define all members, From toolbar choose construction level Draw grid line and quick parallel all other lines. Ground floor: First floor: Roof: Frame : Define slab…

1.Generate report for the steel building design from challenges 1 – 6 along with the loading summary Aim: To generate the report. Procedure:  Go to report tab and select the report that to be displayed.  2.Generate report for RC structure along with the loading summary 3.Update the layers settings in the…

1. Aim: To design slab and foundation. Procedure: Select slab and design it,check the member If it fails redesign the member Change its reinforcement details. Design of foundation: To design foundation go to base and design the foundation  It will design automatically And provide the detailing,if it fails redesign…

1. Aim: To design column and beam Procedure: After the analysis is done check each column one by one . Select a column and design the member and check it . Follow the same for all column. For beam member repeat the same select one beam and design and check if it fails increase its size and redesign the member.Follow the…

1. Aim: To generate  seismic load. Procedure: To generate seismic load first add load cases and then aplly seismic wizard and run the analysis.   Aim: 2. Aim: Summarize the results. After running the analysis we came to knoe about the shear and bending force can be noted as calculated if the shear force is first order…

1. Aim: To calculate dead  load and apply it on the model. Procedure:   After calculating dead load apply dead loadd as area load from ground level apply load on all the slab.Apply brickwall loading for area required.   2. Aim: To calculate live load and apply it in the model. Procedure:  Apply live…

 1. Aim: To setup parameter design in the Rc model. Procedure:   2. Aim: To model grid line. Procedure: Select grid and draw a grid line and quick parallel draw other grid lines. 3. Aim: To study layout and summary for general arrangement of the structure. It is a R.c building with one floor withoffice room,meeting…

Aim: To design and analyze the steel building using Tekla structural designer. Procedure: Open software and check the setting and draw a grid line. And then create a construction levels. Now from base level construct a pedestral i.e.,concrete column from manage property set Then create a column from base to ground floor…

1. Aim: To summarize the bending moment,shear forcr and deflection. Procedure: After application of load generate load combination and run the first order linear analysis. Shear force Bending moment:   Deflection: 2. Aim: To analyze the members. Procedure: Got to result view and design the member if it fails re design…

1. Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39m/s Terrain category 2 2. Based on the above calculation apply the loadings on the model To apply load on the model create load case  From dropdown list choose wind case type to apply it on the building…

1. 2. 3.  

1. Aim: To create beam properties and model the beam. Procedure: From manage set property choose new member steel beam. Enter the section    Result: Thus the beam is modeled. 2. Aim: To create rafter beam and bracing. Procedure:  From roof floor create a member and draw a rafter After draw a rafter in one…

1. Aim: To create column properties for column member for pedestral member. Procedure: Open TSD and from manage properties set . Choose new member and create a concrete column. Result: Thus the pedestral column is created and modeled. 2. Aim: To create steel column and model in the grid. Procedure: From manage propertie…

 1. Aim: To summarize the user interface of TSD Project workspace: Open TSD left side of the window there is a project workspace. Scene content: Scene views: Loading drop list:   Properties window: If we choose any member it will show its properties. Result: Thus the Project workspace,scene content,scene view,loading…

From ETABS open project 1 and design and analysis it according to composite, Edit the slab properties as one way distribution slab. Change the local axes Run anaysis and design check the composite column After than from comflor software design the slab

Open Etabs  and open new model and select model inilization  Select grid assignments Assign storeys Define materials M50 grade anf Fe 500 rebars Define properties Define grame section beam Define column From slab section define slab Define wall properties Define load cases   Run analysis  Longitudinal reinforcement   …

AIM: To design a G+3 Rcc building at Guwahathi. PROCEDURE: Make a rough grid layout paln. Open Etabs software and initialize the start up setting. Create grid and storey data. Define properties like column beam and slab. Define load pattern from define toolbar. RESULT: Longitudinal reinforcement: Shear reinforcement: After…

AIM: To design an isolated footing. PROCEDURE:   Define new properties like M20,Fe500 Define slab properties and draw the area and column and footing.Run the analysis. ` AIM: To design a pile. PROCEDURE: Open a safe software and initialize the setup settings. Define new material properties. Define slab properties for pile…

AIM: To design  a square footing. PROCEDURE:  

AIM: To design a G+7 residential building in zone 5 using Etabs. PROCEDURE: Open Etabs software and initialize the settings.   Create grid data as required. Create number of story as required. Created grid view plan and 3d view. Define material properties i.e.M25 and Fe500 ,Fe415 Define frame section for column,beam and…

Plan view: Elevation view of A11: Pier check: Longitudinal reinforcement: Shear reinforcement: Boundary element width:  

Longitudinal reinforcement: Shear reinforcement:    

Maximum shear force=182.57

Factors influencing the dynamic characteristics of a building Building oscillate during earthquake shaking.The oscillation causes inertia force to be induced in the building. The intensity and duration of oscillation and the amount of inertia force induced in a building depends on featured of building called dynamic characteristuics.…

 AIM: To model a 25 storey building using ETABS,with column 800x800mm and beam 300x400mm and slab 150mm. PROCEDURE: Open ETABS and set the initializatiion. Set the grids and storeys  Check if the translational fundamental natural period of vibration in both the x and y direction is approximately: Tx1��1=…

1. Restrained of floor shrinkage: Observation:Fully restrained at all corners. Observation:Corner are left freebut restrain along the edges.   Observation:Non uniform restrains. Conclusion:Option a will have higher shrinkage and thus leads to cracks.Option b is average.Option c will not effectively shrinkage so less…

 1. Investigation of the framing plan with respect to symmetrical in X direction:             If we split the plan vertically half it looks mirrored,so it is symmetrical in X direction.  Investigation of the framing plan with respect to symmetrical in Y direction:             If we split the plan vertically half it looks…

  1. Differentiate Static analysis and Dynamic analysis with proper representing pictures The differents between static analysis and dynamic analysis are, The variation of load with respect to time Motion can not be disregarded Two additional force must be accounted i.e.,Inertia forces,damping forced   2. Explain the following…

1.a.It is a form of rupture.It forms a flexural failure due to earthquake.It is caused due to the stress reversal ,the top support exprence compression wherelse the bottom support experienses tension.It cannot be repaired. b.Its beam pullout because of insufficent of effective length.During earthquake the horizontal moment…

Prepare DL, LL, WL and EQL load calculations as per IS 875 standards WIND LOAD CALCULATION:

STAAD PRO.MODEL   AFTER SUPPORT: AFTER APPLYING LOADS DL WIND LOAD ALONG X AXIS Dead load and live load calculation: Earthquake load calculation: BBS

1. 1. State the primary load cases to be considered for design. The primary load cases are, Dead load Imposed/Live load   2. What is One – Way slab?     One way slab is defined as when the value of ly/lx is greater than 2.     3. What is the value of unit weight of structural steel and soil?…

1. 1. How will you assign Circular section to column? From STAAD model choose properties under that choose define from that we can assign circular.     2. How will you assign Unit system to a .std model file? Open staad pro model and search units and select set current input unit. And change the units  …

1. 1. Write the steps involved to upload a .std file through web mail? Open STAADPro software anf from introduction page there is a option to share. Choose share throught mail and the file is upload as .std file.     2. Name the different materials that can be designed using STAAD Pro. Concrete Steel Aluminium…

1.Aim: To export revit architectural and structural model to naviswork cache file. Procedure: Open Revit file and choose new under that choose export and choose NWC file. If the file is not availbale download Neviswork export utility. Then save it with nwc format. Follow the same for structural model. Result: Thus the…

1.Aim: To create a sinusoidal point and curve using dynamo Procedure: Open revit and from manage tab go to dynamo. From dynamo page lets start drawings. Type slider and choose integer slider 3times for giving start,end and step. After creating integer type range. Have point by coordinates and code blocks. Have math.sin…

 1) Select the type of structure you want to build from one of the three below: Multi unit residential appartment. 2) Assume reasonable assumptions for geographic and location details for your project modeling. Based on assumptions and type of structure selected identify the modeling requirements from NBC The …

1.Aim: To create ceiling to the project. Procedure: From architectural toolbar choose ceiling. And choose sketch ceiling. Now choose pick line. And choose all the line. And chilick ok. Result: Thus the ceiling is created.   2.Aim: To model roof above the ceiling. Procedure: From architectural toolbar choose roof.…

Aim: To create a 3 dimensional model of the residential building with a rendered view. Procedure: Set units in engineering and set limits Draw  plan as per the measurements and offset the line required. Next change the view to isometric . Create layer and boundary. Extrude all the object  seperately. And start…

Aim: To create a 3D isometric view of the building. Procedure: First draw the plan. Draw a rectangle of 10'9" ,10'9"  And create window. Next change the view to isometric and extrude it . Result: 3D isometric view Elevation: Aim: To create the 3D view of the building facade. Procedure: Draw the plan as per the given…

Aim: To create 3D furniture element. Procedure: Open the auto cad drawing  Set the limits  Using rectangle command draw a rectanglr of 3',2'6" Extrude it at 2" Result: Aim: To create 3D model of an isolated footing. Procedure: Draw a rectangle of 2'x2' And extrude it to 6" From it centre draw a line of 2' and…

Aim: To create a layout of the plan and section. Procedure: Create a layout with template tutorial-mArch.dwt. Scale it as 1:50 Result: Aim: To create layout of the kitchen. Procedure: Draw the layout of scale  Fill the required places. Result: Aim: To create layout of the section. Result:    

Aim: To create layout of kitchen and provide hatch patternn, Procedure: Draw a kitchen plan as per the dimensions. And offset the distances. And  hatch the places with hatch command. Result: Aim: To create elevation of a plan. Procedure: Draw a line of length And off set it Result: Aim: To create a section view of…

Aim: To create the template. Procedure: Take a line command and draw a line. And offset the other lines. Use text command to write the text. And block it using block command B. And save the block. Result: Aim: To create door type for warehouse. Procedure: Draw a line of length and width of 2330,2750 and create a rectangle.…

Aim: To design and draft a layout residential building. Procedure: Open a new drawing and set it units and limits. Draw a line of 60'x20' And offset it and make a residential places. and draw its elevation and section. Result: Floor plan: ELEVATION: SECTION:

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…

AIM: To calculate the concrete mix design for M35 grade concrete with fly ash. STIPULATIONS FOR PROPORTIONING Grade designation:M35 Type of cement:OPC 43grade Type of mineral admixture:Fly ash  Maximum nominal size of aggregrate:20mm Workability:120mm Method of concrete placing:pumping Type of concrete:crushed angular…