Week 3 Challenge

Create column properties for different types of pedestal members and model in the grids created as per the assignment 1       Create column properties for steel columns and model columns in the grid created as per assignment 1.   Create beam properties and model primary and secondary beams on the ground…

1)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) Select the type of structure you want to build from one of the three below        a. Multi Unit Residential Apartment        b. Office Buildings        c. School 2) Assume reasonable assumptions for geographic and location details for your project modeling.…

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   AIM : To model a ceiling to the previously created project with the help of architectural tab above the walls at first floor level. TOOLS USED : Architecture…

Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam. Procedure:             3)After loading the section properties we need add load cases.that require are mentioned below. Now, we need to assign these loads. For live load take the value…

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. 2. A column of size 600x600 carrying an unfactored gravity load (DL+LL) of 1175 KN is to be supported on pile cap, which ultimately transfers load to the piles underneath.…

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…

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:…

AIM: To Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To tProvide cross sectional steel arrangement of the shear wall from its base up to terrace. Using AutoCAD application for this exercise or Alternatively, it can be drawn by hand as well. To…

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,…

Challenge 7 – Detailed design of concrete buildings -1 Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams in the 1st floor.         1)…

  PROJECT                                           Comparative Study of Different Story Buildings for Seismic Forces     AIM: TO MODEL AND ANALYZE MULTIPLE BUILDINGS WITH DIFFERENT FLOOR LEVELS…

Challenge 6 – ETABS modelling of a 25 storey building 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 …

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…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) Static Testing Dynamic Testing no variation of time with load variation of toad with time In static testing whole code is not executed. In dynamic testing whole code is executed. motion cannot be disregarded motion is…

What is the mode of failure or damage of the beams in the figure above? Would you characterize the case as damage or as a failure? Are the damages repairable? Elaborate 1 a). Ans: Failure, with concrete crushing and bar buckling at the bottom flange next to the column Flexural damage, is mostly associated with cracking…

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…

Question 1: Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, and lines depict beams). Look into aspects of symmetry, redundancy, and bi-directional stiffness and ductility. Symmetry Redundancy Columns the X direction are evenly spaced…

1) 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.…

 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…

Question 1. 1.   Open the STAAD pro sofware , Type project name and select metric >create. Create the model in the STAAD pro >Column Go to properties> Define parameters, Assign circular shape column, Radius of the circular column is shown  2.    To assign unit system in the STAAD pro Go…

Question 1 1.  Primary load cases are used as follows Dead  Live  Temperature Roof live Wind  Seismic  Accidental Flood Soil  Dust Crane Hook Gravity 2.  The one-way slab is a slab, which is supported by parallel walls or beams, and whose length-to-breadth ratio is equal to or greater…

 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…

Elevation at A ELEVATION AT B ISOMETRIC VIEW SIDE ELEVATION PLAN        

Aim- Drafting of architectural plan and elevations and sections along with the structural drawing Introduction- To draw a plot of 18.3 X6 m plot      Procedure-  open the AutoCAD with the metric units  press the UNITS command  select the units as decimals select all the commands on which are…