Creating a Layout, Section and Elevation with dimensions using AutoCad

 1.1. State the primary load cases to be considered for design. A: Dead Load, Live Load, Snow Load, Seismic Load, Wind Load   1.2. What is One – Way slab? A: The one-way slab is a slab whose length to breadth ratio is equal to or greater than two.   1.3. What is the value of unit weight of structural…

  AIM: 1.1 How will you assign Circular section to column? Introduction: Column are the vertical member in the Structure that can be of varying size in dimensions The circular section of column is provided at the upper floor of the building for the better load carrying and access purpose   Procedure: Create the…

Design by Etabs 2016   AIM:- To Create and Analyse the given building in ETABS 2018, the structural model has to be prepared in accordance with IS 1893 and as per IS 13920. To design the pile cap and pile reinforcement details,Tie beam connecting the pile caps, to sketch the column reinforcements, to produce the framing…

PROCEDURE Open etabs and select new model and make the following settings. click the custom grid spacing and maintain the spacing as per Drawing in both x and y direction. click ok, a box appears, enter the stories up to G+7 maintain height of 3m now go to define and select material properties, and enter the following.…

      Q.1   AIM : To 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. INTRODUCTION : Foundation design is the creation of a construction plan for a building foundation. It is a highly specialized…

  ANSWER   Column Size = 400 x400 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 Foundation depth below E.G.L = 2metres Grade of concrete for footing = M25   Footing Size   Column load 2000KN 10% of footing self-weight…

        AIM: To Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To Provide 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…

  Aim: To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level. Procedure: Open Etabs file. Click the Concrete Frame Design tool. Select the Display Design Info option. Choose design output as Longitudinal Reinforcement. After Selecting the Longitudinal Reinforcement…

    Aim: Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design of the RCC Moment Resisting Frame. The following challenge deals specifically with two continuous beams on the 1st floor. 3 span continuous beam along grid A 7 span continuous beam along grid…

Challenge 7 Factors influencing the Natural Period of a building: Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods? Increase in the column size increases both stiffness and mass of buildings.…

Challenge 6 Open etabs and select new model and make the following settings. click the custom grid spacing and maintain the spacing as 4m in both x and y direction. click ok, a box appears, enter the stories up to 25 maintain height of 3m except for base to plinth which is 1.5m and 1st storey is entered as master story.…

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…

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.Answer:The given layout of the framing plan is symmetric. Generally, a well…

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 its associated…

Question 1 Question 2 A)       B)   Question 3  

QUESTION-1   a) This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bendstrength, or fracture strength, is a material property, defined as the stress in a material just before it yields in a flexure test. The flexuralstrength represents the highest stress…

Q3 I DO  NOT UNDERSTAND WHAT I DRAW &WHAT IS THE MV COMMAND USE FOR IT

1. IT Has same like floor plan 

SO MANY TYPES OF TEMPLATES BUT THAT ONE IS MOSTLY USE

LAYOUT 1 Command rec for draw rectangle 2 select point then d enter 3 dimension put on screen  4 enter  

Measure the room Using the tape measure, take a corner to corner measurement of the rooms. If there is baseboard available, run the tape on top of the baseboard. But if there is none, run your tape along the floor. You can request for help and have someone hold the other end of the tape to facilitate accuracy.   2.…

all plans are procedure same in autocad

Q.1 1. draw Rectangle 2. make offset of rectangle to wall thikcness 3. draw intrenal rooms as per size 4. Making offset also as per wall thick 5. draw doors & window locations 6. make dimesions & text for name of room & its size   Q.2  1. draw circle external circle & internal circle 2. making…

Procedure  Type FILLETEDGE on the command line or command prompt and press Enter. Type R or radius on the command line. Press Enter. Type 1 (radius value). Press Enter. Select the Edge to apply Fillet on it. Here, we have selected the edge, as shown below: Press Enter.The…

1BH are draw

P6 & P3 are missing

Q1 M35 Grade of Concrete with fly ash Stipulations for Proportioning of M35 Grade Concrete This section has Specifications of the materials and requirements of the concrete to be made. A Grade Designation M35   B Type of Cement OPC 53   C Type of Admixture Fly ash   D Maximum Nominal Size of Aggregate 20mm…