Project 1 - Review of Shear & Moment Connections in RAM Connection

1. Design a multi-story 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 150mm…

1. Analyze the following structural elements and validate the resultsA. Simply Supported Beam           a. A Simply supported beam with two point loads symmetrically placed           b. Span L = 20m           c. Load P = 50kN each …

1. 1. Write the steps involved to upload a .std file through webmail?    2. Name the different materials that can be designed using STAAD Pro.    3. Is it possible to capture images in STAAD Pro? If yes how?    4. Name the three ways by which you can create a model.    5. Write the…

1. Design the roadway layout for the mainline, and all the intersecting streets. Aim & Introduction To design the roadway layout for the mainline, and all the intersecting streets. Procedure Results & Conclusions The mainline alignment including all the intersections has been completed *************************************************************************************************************************************************…

Design and optimize typical shear, moment and Splice joints in Staad Connection module for the following structure modelled in staadpro. Generate Report. Design and optimize braced connection (use US standard connections) in RAM Connection.  Structure: A 2D portal frame fixed support spanning 15m with a pitched…

Design and optimize typical shear, moment and Splice joints in RAM Connection for the following structure modelled in Staad Pro. Design and optimize base plate connection. Structure: A 2D portal frame fixed support spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly distributed load of…

1. Use existing alignment & profile as proposed conditions. Aim & Introduction To use existing alignment & profile as proposed conditions. Procedure OpenRoads Modeling => Geometry => Vertical => Profile Complex by PI Results & Conclusion Thus, the existing alignment & profile has been used…

1. Design the mainline alignment. Aim & Introduction To design the mainline alignment Procedure OpenRoads Modeling => Geometry => Horizontal => Complex by PI Results & Conclusions Thus, the mainline alignment has been designed. *************************************************************************************************************************************************…

1. Open the profile model for the innermost shape. Create existing ground profile. Design profile at one constant elevation. Aim & Introduction To open the profile model for the innermost shape. Create existing ground profile. Design profile at one constant elevation. Procedure Openroads Modelling => Geometry =>…

AIM & PROCEDURE To design a Pre Engineered building (Rigid frame structure) as per architectural drawings. PROCEDURE The loads considered for the design of the PEB is given below. Loadings 1. DEAD LOAD Rafters Self-weight of the structure = 1.05 (5% for connections) Weight of Purlin = 10 `kg//m^2` Weight of Portal…

3. Draw the load path and identify the Axial force type in different type of bracing system below to resist horizontal shear & gravity load. Also state the type of bracing system Aim: To raw the load path and identify the Axial force type in different type of bracing system below to resist horizontal shear & gravity…

1. Create a MicroStation rectangle, complex line and apply civil rule features to the same with linear > matchline feature definition. Aim & Introduction To create a MicroStation rectangle, complex line and apply civil rule features to the same with linear > matchline feature definition. Steps & Procedure…

1. Create new DGN file for horizontal geometry. Draw tangent lines with various methods. Insert curves in between them as well at the ends. Apply feature definitions to all these elements. Aim & Introduction To create a new DGN file for horizonal geometry and to draw tangenet lines with various methods. To insert curves…

1. Create a terrain model by different methods –  By Graphical Filter By text interpolation By elements Aim To create a terrain model by the following methods mentioned.      1. By Graphical Filter      2. By text interpolation      3. By elements Steps & Procedure…

1. Isolated Footing Aim: To design isolated footing for,          Column       = 300 mm x 450 mm          Axial load    = 1500 kN           Moment Mu = 150 kNm moment is reversible        …

1. Applying Load Exercise Aim: To apply the loads for the structure modelled in previous exercise (Week 7 Challenge). Form a Load case as DL for Dead Load Apply Self weight Apply member load of 3 kN/m on the rafter Apply member load of 6 kN/m on the secondary beams Apply point load of 20 kN at node intersecting inclined…

The staad model (Only model as per the Week 7 session) is enclosed for review.