ANSWER NO 1 AIM -  Model a Ceiling from the architecture tab above the walls at the first-floor level. PROCEDURE  STEP 1 INSERT THE CHALLANGE WEEK 3 LAYOUT    STEP 2 LEVEL 2 CONVERT INTO FIRST FLOOR STEP 3 GO TO THE ARCHITECTURAL TEMPLATES AND SELECT CEILING OPTION. STEP 4 GO TO THE CEILING OPTION…

                                                                                   ANSWER NO 1 AIM : Select…

                                                              ANSWER NO 1 AIM : Using Dynamo create a set of sinusoidal points and create a curve and create a surface…

                                                                       ANSWER N0 1 AIM : Use the Architecture/ Structure Project file developed…

                  Answer no 1(a)  Observations: Concrete crushed and the reinforcement is exposed. Concrete spalled beyond the reinforcement wich may be a sign of rupture. Been top portion looks safe because of the Mange advantage from slab. The crack develops from bottom…

                                                                      ANSWER NO 1  AIM : Differentiate Static analysis and Dynamic analysis…

                                                              Answer No 1 Aim: A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’.…

                                                            ANSWER NO 1 AIM : Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal…

                                                                   ANSWER NO 1 AIM :The building shown, 20 × 35 m in plan, has columns on a 5 ×…

                                                                        Answer no 1 Aim :  Challenge 6 – ETABS modelling of a 25…

AIM: Factors influencing the dynamic characteristics of a building.         Factors influencing the Natural Period of a building         Factors influencing the Mode shape of oscillations  ANSWER  THERE ARE MANY EFFECTS Effect of Flexural Stiffness of Structural Elements…

Aim : 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) 3 span continuous beam along grid…

AIM: The etabs file for a G+6 building is provided. Run the analysis and design the RCC shear walls (show in the etabs model). The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural model. Extract values of longitudinal steel ratio, boundary element length and shear…

AIM:  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…

 AIM : 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…

AIM: 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 – Hostel…

AIM:  1. Truss type reasoning Out of the two through type truss systems shown below, which is the most efficient in carrying gravity load? Reason it out. SOIULTION: We can clearly see that the Truss A is a Pratt Truss and Truss B is a howe truss. Pratt Truss: The Pratt truss is a structural system with horizontal,…

AIM: 1. Net Area for tension member calculation problem Calculate the net section area for the tension member as shown in Figure below. The plate size is 260 x 20 thick and Bolt size is 20 mm. Plate – Drilled Hole Plate – Zigzag bolting Angle (200 x 100 x 12 with M20 bolt) Tip Steps: Refer Slide 26 for Net…

AIM: 1. Effective length factor determination problem Height of column is 10 m and it is effectively restrained in mid height in one direction (in Z direction) but free to move in other direction (Y direction). Bottom of column is Fixed and top of column is Free. Calculate effective length factor of columns in following…

                                                              ANSWER NO 1 AIM 1. Section classification problem for listed beam shapes Calculate section classification…

                                                                   ANSWER NO 1 AIM:  Design of Plate Girder 1. Shear resistance of web problem Determine…

                                                              ANSWER NO 1 AIM: . Chequered Plate design Design a chequered plate to carry a uniformly distributed Factored…

                                                               ANSWER Aim: To design the Main frame with Lean (Grid-2) & Gable frame without Lean (Grid-15)…

1. Modelling of a structure exercise Model a structure with following details Bay spacing 5 m Span of Truss 30 m Shape of Truss – Pratt Truss Slope of truss 20 degree Height of the column 15 m Floor Beams at 5 m from base Secondary beams at 1.5 c/c Length of the building 50 m Column Supporting Floor Beam @ 6 m c/c…

Loading, Analysis and Design Procedure in STAAD Pro 1. Applying Load Exercise For the structure modelled in previous exercise. Apply following loads   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…

Solution.1) Aim: To design a 3 hinged pitched roof frame of a steel building. Given: Assume no wind load acting on the walls and roof. Analyse the frame structure and draw bending moment, shear force and axial force diagrams of the frame. The slope of the roof is 1 in 10 and the roof is accessible for maintenance…

Q-1. Purlin & Girts number determination problem AIMS & INTRODUCTION: Total number of purlins and girts  are required  to be calculated-   Inputs for given building : Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Height of column = 12 m Brick wall height = 2 m Purlin spacing = 1.2…

Aim:-          To Model and Design a typical pipe rack bent in Oil Plant using STAAD Pro.  Given data:- Height of Column      =     9 m Height of First tier     =     6 m Height of Second tier =      7.5 m Height of…

1.  AIM:  Design of Foundation in STAAD Foundation Isolated Footing Given -  Column = 300 mm x 450 mm. Axial load = 1500 kN Mu = 150 kNm. Assume that the moment is reversible. The safe bearing capacity of the soil = 200 KN/m^2. Depth = 1 m from ground level. M 25 and Fe 415 for the footing Procedure:…

Aim - To Model & Design a Proposed PEB Warehouse using STAAD. Pro. Introduction - Here we model and design the PEB warehouse building. As per given description, material data, specification we can design it.  PEB - Pre engineered buildings are factory built buildings shipped to site and assembled…

                                                                                                                                                                                                                                                                                                                               …

Ans= AIM:-  To develop a schedule along with baseline and resource for the construction of 100m WBM road inside the Skill Lync Education center premises to allow access to the centre for students and faculties. INTRODUCTION:- I will name the project as Education Centre Road and assign a 6X24 calendar. The starting date…