Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash Concrete mix design involves determining the proportions of ingredients (cement, fine aggregate, coarse aggregate, water, and any admixtures) to achieve the desired properties of the concrete. The proportions…

C-1 using line command 1,1 X=.90 Y=.25 X=.2 Y=.40 X=.05 Y=.40 X=.05 Y=.60+.05+1=1.65 X=.30 Y=1.65 CLOSE LINE X=1.15 Y=0.15 X=.30 Y=.15 X=.30 USING LINE COMMAND JOIN THE MIDDLE SECTION & TAKE OFFSET OF 0.06 & 0.05   c-2 LINE 1,1 Y=.15 @X=.38, Y=.25 (SLOPE) Y=1.60 X=.04+.16+.04=.24 Y=1.60 SLOP Y=.15 X=1 USING…

1st set the sheet to desimal using un command using line command draw a line of 3mm give the angle of 135d and distance 2mm (@2.12<135) give the next point of distance 2.83mm & 90d (@2.83<90) @ top give the distance of 2mm at last use c command to close the drawing now give the offset of 1mm from the bottom and…

Chalenge 1 Set the units in engineering @ feet using xline draw horizontal and vertical line from horizontal line give an offset of 9" outer wall now for vertical line 9" offset Now it will be created L shape from bottom give an offset of 6' and an offset of 4.5" inner wall by using fillet clear the extra line or use trim…

In annotate using text write the details   

    _____________________________________________________________________________________________________________________________________________________     Set the units and limits Create a layers I have created 11 layers with different colors Now select the wall layer Using line draw a horizontal…

Set the units and limits Using line draw a table as shown in the fig In Annotate click on ‘Manage Text Style’ Select the font Name, style and height Set Current and close Now select Standard and start texting After completing the text use B command to block the entire object Give the name and pick point, select…

BELOW COUNTER PLAN Set the units in decimal millimeter Create a layer Set the limits of a page Now set the layer to outer wall Using line draw a rectangular of distance 4230 x 3200 And outer wall thickness is 230mm From interior give an offset from left to right distance of 35mm, 900mm, 450mm, 900mm, 450mm, 450mm, 450mm,…

set the units  go to view and click on new view Give a Name of the view and click ok Now go to Layout Using MV, PS and MS set the page Use the Templates A3 Size _____________________________________________________________________________________________________________________________________________________  …

Set the units and limits Change to 3D modeling Using modeling draw the given fig Using line draw the out line By using Bo command make it single object Change object type to region and using pick point select the created object and click ok Using extrude command extrude the object            …

Set the units and limits Change to 3D modeling Using modeling draw the given fig Using line draw the out line By using Bo command make it single object Using extrude command extrude the object In visualize go to material browser and select the required items                 …

using all the required tools Create a 3 dimensional model of the residential building with a rendered view

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 at the first-floor level      2) Model a roof above the ceiling by selecting the footprints of the ceiling. Using the adjustment toolbars appearing on-screen adjust the…

   Using the structural model, include the following components based on the type of structure selected         a. Foundation – Isolated / Wall/Matt Foundation        b. Columns        c. Beams Connected to Columns        d.…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   2) Create a conceptual layout of floor plan in dynamo . Using the tools available in dynamo link the lines to appropriate model elements in Revit by choosing the wall types and wall parameters. Make use of…

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       ALL THE FILES ARE ATTACHED BELOW...     4) Embed both architecture and structure *.nwc…

1. 1. Write the steps involved to upload a .std file through web mail? in STAAD.Pro CONNECT Edition go to Share select Send Mail fill the FIle Name (.std): and Slect Files          2.Name the different materials that can be designed using STAAD Pro. 1. Steel 2. Concrete 3. Timber 4. Aluminium 5. Masonry 6. Cold Formed…

1. 1. How will you assign Circular section to column?     Open STAAD Pro and create a new model or open an existing one. Click on the "Geometry" tab and select the column you want to assign a circular section to. Right-click on the selected column and click on "Properties" from the context menu. In the "Column…

1. 1. State the primary load cases to be considered for design. STAAD Pro is a structural analysis and design software that can consider various load cases to design a structure. The primary load cases to be considered for design depend on the type of structure and the purpose it serves. However, some of the common load…

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 150mm     Design Basis Report for Multi-Storey Residential Building Introduction: The aim of this project is to design a multi-storey…

Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:      Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12 Assume suitable sections for structural elements. Follow IS800:2007, IS1893 and…

Question 1: a) Observations: ◦ Concrete crushed and the reinforcement is exposed ◦ Concrete spalled beyond the reinforcement which may be a sign of rupture. ◦ Beam top portion looks safe because of the flange advantage from slab. ◦ The crack develops from bottom to top means rebar yielding occurs in support bottom only.…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) Static Analysis: Representation: You can use a static representation of code or program structure. This could be a flowchart, UML diagrams, or a snapshot of the code. Description: Visualize a snapshot of the code being…

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) and…

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. Investigation of the framing plan with respect to Symmetry in X-direction:…

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…

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. Each of the successive 25 storeys has a storey height of 3 metres. Structural Element Sizes  Beams : 300 × 400 mm  Columns : 800 ×…

I HAVE ATTACHED ALL THE FILES BELOW PLEASE CHECK IT

            I have attached file below please check it.

Reinforcement detailing of columns in Etabs 2018. The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections. 3A 3B Provide details of longitudinal reinforcement for the two columns,…

I HAVE ATTACHED ETABS FILE BELOW PLEASE CHECK IT

The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural drawings have been provided:…

Design a square footing for a column size of 400x400. The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at a depth of 2 metres below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load, also…

1. Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations.   square footing for a column size of 400x400 compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN mine sate soil bearing capacity…

In this project, participants will get 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. The following information on the building is to be used: Location – Guwahati, Assam Function –…