Reinforcement detailing of Columns from ETABS output

Q1. 1) The primary load cases that are to be considered for design are listed below: Dead Load (IS 875: Part I). Live Load (IS 875: Part II). Wind Load (IS 875: Part III). Snow Load (IS 875: Part IV). Seismic Load (IS 1893: 2016). 2) ONE-WAY SLAB:- One-way slab is a plane surface of uniformly loaded…

Q1. 1)  The detailed procedure of assigning the circular section to column is discussed below: So in order to assign the circular section to the column first we need to go to the properties panel. Then click on the option Define. Then there will be another dialogue box called property in that dialogue box select the…

Q1. 1) Steps involved to upload a .std file through web mails are as follows; Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option. Then, browse for the. Std file on your machine & send it. 2) Different materials…

Q1). Data required for ETABS analysis : Pinned support, Base + 5Story (Plinth To Roof) + 1 Mumty Column 450mm x 650mm, Beam 400mm x 500mm, Slab 150mm thick, No shear wall necessary. Floor live load 2KN/m2          Terrace live load 1 KN/m2          Floor finish + Ceiling…

Q1.  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, Column size 400x400 Compression axial load for the load combination (1.5DL+1.5LL) is 2000 KN The safe soil bearing capacity is 150KN/m2 depth…

AIM: To design a square footing for a column size of 400x400 for the given data and to do following checks If the gross bearing pressure under the footing is within safe bearing capacity Provide sufficient depth and longitudinal steel for resisting bending and shear Sufficient anchorage for column steel into the footing…

AIM: To model and analyze the G+7 residential building from the given architectural drawings using the ETABS 2018. To Run a modal response spectrum analysis and check analysis results of the Etabs model for inter-storey drift requirements, vertical & planar irregularities, minimum shear wall requirements, maximum axial…

Open up the Model for which You Want to Design the Shear Wall As we all know, the very first step is to locate the file on your computer and open the ETABS model. And in our case, the file has been attached to the question. So, download the file, save it at an appropriate location within your system, and then open the…

In the given ETABS project we have to analyse and redesign the RCC moment resisting frame in two columns at the following grid intersection 3A & 3B from foundation to terrace level by using etabs with reference of IS 13920-2016 INTRODUCTION: In the modal we provide the details of longitudinal reinforcement…

Aim:-              To design the beams in detail from the Etabs 2018.             To provide details of longitudinal and shear reinforcement for the given two continuous beams.             To calculate the value of maximum shear…

INTRODUCTION:                            The structural configuration of the building plays a major role in determining the overall response during an earthquake. Different building geometries behave differently when induced by the same seismic forces.…

Q1. Aim: to model and analyse a 25 storey building with given specifications and to cross check the parameters as per IS 1893 provisions. Procedure: Open the ETABS software. Click the file menu and choose to create a new model option. After choosing a new model a dialogue box will appear as model intialization. Choose…

Q1. Criteria   A B C Restraint of Floor Shrinkage Observation Full restraints at all corners Corners are left free but restraints along the edge Non-uniform restraints The lateral stiffness Observation Comparatively lower lateral stiffness in both X & Y Uniform & Comparatively higher lateral stiffness in both…

Q1.  1. Investigation of the framing plan with respect to Symmetry in X-direction: If we split the plan vertically half, it will look mirrored. So we conclude the given plan is symmetry in X-Direction. Investigation of the framing plan with respect to Symmetry in Y-direction: If we split the plan horizontally half,…

AIM:-  To compute Ln , Mn and Γn for each of the five modes from the given equations. To calculate the effective modal mass Mn* and the modal mass participating ratio for the 5 modes. To obtain the base shear for each of the 5 modes of vibration and the combined base shear as per SRSS rule. The Reference pdf attached below.…

Aim: The main aim of this challenge is to gain the knowledge about the concept of structural dynamics which helps to understand the behaviour of the structure when it is subjected to the seismic force. The various terms that are related to the dynamic analysis are also learnt Q1.  Static Analysis: A static analysis…

Q1.  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. Conclusion: At the time of earthquake, the stress on the beam is reversal, so this is a kind of flexural…

Q1.   AIM: To use the architecture/structural project file developed from week 6-8, Export the Revit file to Navisworks cache file. TOOLS/COMMANDS USED : Architectural file. file. Open Export. NWC. Navisworks. View.  3D view.  PROCEDURE : 1.the Revit file which is to be exported to the Navisworks file…

Q1. AIM: Need to create sinusoidal point then curve from the point and then create surface INTRODUCTION: By using dynamo created a sinusoidal point then created a curve from the point and converted into the surface PROCEDURE: STEP 1) OPEN DYNAMO Open Revit software In new architectural template Go to manage tab, click…

Q1.   B. Office Building Q2. The open space around the building shall not be less than 4.5m The type of construction as type 2 construction, the FAR value for the business building shall be taken as 2.9 The plot size is taken as 40m x 70m i.e, 2800 m2 and individual floor area is 2000m2. Hence, FAR value obtained…

Q1. Place ceiling at First Floor Q2. Place roof above ceiling at 10 degree slope. Q3. A-Architectural Plan  B-Structural Plan Q4.  A-Architectural Model  Q5. Sheet View  Q6. Elevation View East View West View North View  South View Q7. Section View  Bedroom Toilet Kitchen Living Room Store…

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Aim:  Sketching the G+1 floor residential plan satisfing the vaastu shastra and calulating the load acting on the building with giving the information of the required drawings. Opening is provided above the ground level for the aesthetic look All doors are inwards Here  i. Main door is facing the north direction…

AIM: To Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash. EQUATIONS:  Target mean strength : f’ck= fck +1.65 s  f’ck = target mean strength fck= compressive strength at 28 days of concrete                                                   …