Concrete Mix Design for M35 grade concrete with fly ash 1.Stipulation for proprtioning     a.Grade designation : M35     b.Type of cement : OPC 43 grade conforming to IS8112     c.Type of mineral admixture : Fly ash conforming to IS3812(part 1)     d.Maximum nominal size of aggregate…

Slab = (600 x 600) Beam = (300 x 600) Column = (500 x 500) Thickness of slab = 125mm Height of wall = 4.5m Thickness of wall = 230mm        Self weight of slab = unit weight of concrete x volume of slab                            …

1.  Aim:    To geometries using that all coordinate system methods  Procedure:    Line specific first point (2,1)    Line specific next point (8,1)    Line specific next point (8,2)    Line specific next point (3,2)    Line specific next point (3,6)…

1. Aim:   To draw a load bearing wall over spread footing Procedure:   Step 1      Line specific first point at 0      Line specific next point at 0.90      Line specific next point at 0.25      Line specific next point at 0.90      Line…

1. Aim:    To draw a geometries using autocadd Procedure:   Step 1      line specific first point 0      line specific next point 3.00      line specific next point @2.12<135      line specific next point @2.83<90      line…

1. Aim:   To layout of a residence for size of the doors Procedure:   Step 1      set the units and limits of lay      command zoom and all   Step 2     XL specific line at vertical     XL specific line at horizontal     vertical offset specific…

1. Aim:  To draw a column schedule with line,text,hatch Procedure:   Step 1(Reinforcement drawing)      rectangular line specific dimension at 9" and 24"      offset the line at 0.5"      use the tan tan radius line draw two tangent and circle       mirror…

1.Aim: To draw the plan,layout using autocaddProcedure: Step 1 Rectangular specific line point 0 Rectangular specific line point at dimension Rectangular specific line at 2800 x 2600 Step 2 Offset specific point at 12 offset specific point at 1223 offset specific point at 1200 offset specific point at 365 Step 3 offset…

1. Aim:   To draw the plan,section,door and stair Procedure:    PLAN:      Step 1         Rectangular specific point at 0         Rectangular specific point at dimension         Rectangular specific point at 11000 x 16000    …

Aim:   To draw the design and draft a layout of a residential building Procedure:   Step 1     Rectangular specific point at 0     Rectangular specific point at dimension     Rectangular specific point at 20' x 60'   Step 2     offset specific point at 9"    …

1. Aim:     To draw the bar bending schedule and door is given Procedure:      Step 1          use command table          set the column 4          set the row 3      Step 2          another…

1.Aim:     To draw the industrial building using autocadd Procedure:     Step 1       Rectangular specific point at 0       Rectangular specific point at dimension       Rectangular specific point at 4300 x 3200    Step 2   …

1. Aim:    To draw the create layout and section Procedure:    Step 1        Go to the plan diagram         select the layout    Step 2        use command PS page setup        go to new option    …

1. Aim:    To draw the 3d model using autocadd Procedure:     Step 1          line specific point at 0          line specific point at 3'          line specific next point at 3'          line specific…

1. Aim:     To draw the 3d isometric view using autocadd Procedure:      Step 1          Rectangular specific point at 0          Rectangular specific point at dimension          Rectangular specific point at 10'9" x 10'9"…

1. Aim:     To draw the 3d view and rendering using autocadd Procedure:      Step 1          Already existing plan           copy the object          paste the object      Step 2      …

1.Imperial-Architectural 2.File menu - open toolbar 3.Imperial-Architectural (or) Imperial-Structure 4.It is defined as take a cruser and click the starting point and click the ending point to create the dimension 5.Wall-Architectural    Wall-Structural    Wall by face 6.For your convenient - project…

1. BIM is used for creating and managing data during the design,construction,and operations process.BIM integrates multi-disciplinary data to create detailed digital representation that are managed in an open cloud platform for real-time collaboration.using BIM gives you greater visibility,better decision-making,more sustainable…

1. Aim:   To draw the residential building using revit Procedure:    Step 1       select the wall command       wall thickness at 8"       line specific point at 150'       line specific point at 100'       line specific point at…

1. Aim:    To draw the residential building using Revit Procedure:    Step 1       Go to the new project       select the imperial-Architecture    Step 2       Go to the open file       select the existing project    Step…

1. Building codes and essential for the modeling:      Any structure for whatever purpose and pf ehatever materials constructed and every part thereof whether used as human habitation or not and includes foundation,plinth,walls,floors,roofs,chimenys,plumbing and building services,fixed platforms,VERANDAH,balcony,cornice…

1. Aim:    To draw the template are using in Revit Procedure:    Step 1        Go to the new file         select the architectural template     Step 2        Go to the manage tab        select the project…

1.Aim:  To draw the architectural model using in RevitProcedure:  Step 1    Go to the new project    select the architectural templates  Step 2    select the wall option    draw the wall line at 0    draw the another wall line at 22'    draw the…

1. HVAC system: Heating Ventilation and Air Conditioning It is a technology of indoor environmental comfort.Its goal is to provide thermal comfort and acceptable indoor air quality Important part of structure Essentials in building modelling: Controlling the overall climate of the building It enhances the productivity…

1. Shortcur key in Revit: Section box(SB) Create similar(CS) Thin lines(TL) Visibility graphics(VG) View range(VR) Reselect(Ctrl+left) Dimension(DI) Align(AL) Rotate(RO) Move(MV) Copy(CO) Mirror(MI) Array(AR) 2. Aim:    To draw the templates using in Revit. Procedure:     Step 1      …

1. Aim:    To draw the dynamo using in Revit Procedure:    Step 1       Go to the new project       select the architectural templates    Step 2       select the manage tab       select the dynamo     Step 3  …

1. Aim:    To draw the templates using in Naviswork Procedure:    Step 1        Go to the sample architectural file        select the templates    Step 2        select the file option        select the NWC file    Step 3        processing the file        save the file at desktop 2. Aim:    To draw the templates using in…

1. A) Mode of failure:     It is a bending failure     It is non repairable Details:     The flexural bending failure begins by curshing of concrete at compression side followed by yielding of steel at tension side of the beam.it occurs when the beam is over reinforced which means the beam reinforcement ratio is greater…

1. 2. A) B) 3. 4. A) B) C)

1. Given:       `T_1`= 2sec, `phi_1` = `((0.334),(0.641),(0.895),(1.078),(1.173))`       `T_2`= 0.6852sec, `phi_2`= `((-0.895),(-1.173),(-0.641),(0.334),(1.078))`       `T_3`= 0.4346sec, `phi_3`= `((1.173),(0.334),(-1.078),(-0.641),(0.895))`  …

1. Answer:     Symmetry:           It is observed that the distribution of mass,stiffness is across the plan has good symmetrical aspects           This tends to reduce the horizontal displacements in both of the two horizontal displacements in both            of the two orthogonal horizontal directions           It also…

1. Answer: a) Building: A        This structure is symmetric        The soil available below this building is strong and isolated foundation is used below the column        In this structure,shear walls are placed at 4 corners of building in same size    …

Aim: The aim of model a 25storey building on ETABS with structural properties as specified below ground floor or plinth floor level can be taken at a height of 1.5 meters from the base each of the successive 25storeys has a storey height of 3 metersProcedure: Step 1 Go to the Etabs application select the new model Step…

Aim:    To compare fundamental natural peroids of building H,J and K using ETABS Procedure: Step 1 Go to the Etabs application select the new model Step 2 select the model intialization select the use built in setting with write the following table Step 3 select the new model quick template select the custom…

Aim: To design the beams in detail from the ETABS 2018 To provide details of longitudinal and shear reinforcement for the given two continuous beams To calculate the value of maximum shear force in any one of the spans in the continuous beams Procedure: Beam are horizontal structural element used for the supporting lateral…

Aim: To providing details of longitudinal reinforcement for the two columns from foundation to terrace level Procedure: Step 1 Open a G+4 Etabs file Click the concrete frame design tool Select the display design info option Choose design outputs as longitudinal reinforcement Step 2 After selecting the longitudinal reinforcement…

Aim: To run the analysis and design the RCC shear walls shown in the etabs model Procedure: Step 1: Open the ETABS files After the analysis click concrete frame design Step 2: Need to check there is any failures occurs Click shear wall design tool Select display info and choose PM failure Step 3: Click any wall and check…

Aim: To model and analysis the G+7 residential building from the given architectural drawing using the ETABS 2018 Production: Step 1 First we have to open the etabs software Next click on the file option at the left side top corner and select the new model  Step 2 Next the plan views are visible in the etabs screen …

Aim: To design the square footing using the given details Introduction: Footing which are provided under each column independently are called as isolated footing They are usually square,rectangular or circular in section Footing is laid on PCC before laying PCC,to restrict the termites to damage the footing Isolated footing…

1. Aim: Model the isolated footing from previous challenge in SAFE Procedure: Step 1: Setup a new model and select the isolated footing according to IS456:2000 using metric system Step 2: Define the materials Step 3: Define the slab properties Step 4: Define the soil subgrade properties using = Define >Spring properties…

1. AIM: In this project, 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. INTRODUCTION: To analysis and design of a given building will depend on the type of building, its compleity, the number…

To plan a structural layout and to create grids using TSD 1. AIM: To Summarize the user interface in TSD with the for the following items: Project Workspace – How to access and usage Scene Content – Demonstrate the use of scene content Create two scene views Loading drop list- How to access Properties windows…

1. Aim: To create column properties for different types of pedestal members Procedure: Step 1: Open tekla software Go to settings and check design codes,analysis,slab,steel joists Step 2: Go to the file option Create the new project Step 3: Create construction levels and grids Step 4: Go to manage property sets  To…

1. Aim: To create beam properties for first floor and model the beams Procedure: Step 1: Open tekla software Click on manage property sets Click on new Select steel beams Create the beams and assign steel beam properties Types of beams are taken : Beam 6 - MB300,Beam 7 - MB250,Beam 8 - MB250,Beam 9 - MB500,Beam 10 - …

1. Aim: To calculate dead load in design report based on IS code and apply dead loads on the model Procedure: Step 1: Dead load = 1.2KN/m^2 Finishes = 0.05*24 = 1.2KN/m^2 Brickwall load = 22.28KN/m^2 Ceiling load = 0.3KN/m^2 Roof load = 0.75KN/m^2 Step 2: Open TEKLA and now we need to add different loads in load cases…

1. Aim: Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39 m/s Terrain category = 2 Procedure : First calculate load combination Result: Calculations are done for the wall panel 2. Aim: Based on the above calculation apply the loading on the model Procedure:…

1. Aim: To study for the bending moment, shear force and deflection diagrams for the elements of the model Procedure: Initally open the Tekla file you saved prviously After opening the file >We ste the Seismic data in the structure To set >go to Load panel >Under seismic load go to Seismic wizard Select the code spectra…

Aim: To Analyze and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER.Provide bracings and moment connection for lateral stability. Procedure: open tekla software,under file click on new from analysing the given plan,the column placement is decided to go setting,check once all parameter…

AIM: To Setup model for RC building design and based on following parameters for cover PROCEDURE : Lets open the tekla software and create a new one Go the setting option and open the structural default First select the SSL and edit the nominal cover option Enter the given valuse on above question Beam - 30, Column - 50,…

1. Aim: To calculate the dead load as per the design and IS code specifications Given data:- thickness of the floor finish is 50mm assume the thickness of the exterior wall as 230mm assume the thickness of the interior wall as 150mm Calculation of dead load dead load due to floor finish thickness of the floor finish is…

Aim: To Generate seismic loading based IS codal provisions and zone II using seismic wizard. Introduction: Seismic load indicates how much seismic energy (waves of energy that travel through the earth) a structure would need to endure in a specific geographic location. In tekla software it is generated within the software…

1. Aim: To design the RC columns and beams after the analysis. Procedure: Open the saved Tekla file. Now right click the member to be designed, and then select interactive design and select static. Designing Columns Select Static from the Interactive Design, after that, a dialogue box appears. This dialogue box shows the…

Aim: To design the slab and foundation of the model Procedure: Open the saved Tekla model Generate the same load combinations again. Designing of Slab Click any one slab and change its properties like rib type, type, bar spacing and bar size Now right click on any one slab and select the design member. If the member shows…

1. Aim: To generate report for the steel building design. Procedure: Open the saved Tekla model Now go to the report option from the Ribbon and select model report. Now select the load cases and combinations summary to obtain report. Click on the Show report to obtain the report We can change the project name, address…

Aim: To model the RC structure analyze and design the model elements as per the IS codal provisions Procedure: open a new template in tekla then go to settings from the home tab assign the design codes and units to be considered in the model define the structural default settings click on ok step 1: To define the construction…

1. 1.1 Select STAAD Import from the backstage. The Import from STAAD.Pro dialog opens. Click [...] in General settings to browse and select a STAAD.Pro (*.std) file to import. Select Use Mapping File in Section Mapping settings, and then click [...] to browse…

QUESTION 1 1. How will you assign the Circular section to the column? AIM: To assign a circular section to the column INTRODUCTION: Columns are the vertical member in the structure that can be of varying sizes in dimension The circular section of the column is provided on the upper floor of the building for the better…