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I applied via LinkedIn and was interviewed before Nov 2023. There were 3 interview rounds.
Wind calculation as per IS875 involves determining wind loads on structures based on specified parameters.
IS875 provides guidelines for calculating wind loads on structures in India
Factors such as wind speed, terrain category, and building height are considered
Wind loads are calculated using formulas provided in the code
Example: Wind load calculation for a tall building in a coastal area would be different from a build
Base shear calculation as per IS1893 involves determining the seismic force acting on a structure.
Base shear is calculated using the formula V = AhW, where V is the base shear, A is the seismic coefficient, h is the height of the structure, and W is the total seismic weight of the structure.
Seismic coefficient A is determined based on the seismic zone and the importance factor of the structure as per IS1893.
The total s...
3D STAAD design and analysis.
I applied via Walk-in and was interviewed in Mar 2024. There was 1 interview round.
The Soil Bearing Capacity of Adyar varies depending on the specific location and soil composition.
Soil bearing capacity is typically measured in terms of pressure per unit area that the soil can support without failure.
Factors affecting soil bearing capacity include soil type, moisture content, compaction, and depth.
For Adyar, the soil bearing capacity can range from 1000 to 5000 kN/m^2 depending on the specific locati
posted on 5 Dec 2023
I applied via Walk-in and was interviewed before Dec 2022. There were 2 interview rounds.
I applied via Walk-in and was interviewed before Feb 2022. There were 3 interview rounds.
The previous projects involved various types of formwork with a total shuttering area of approximately 10,000 square meters.
Used traditional timber formwork for a residential building project
Implemented modular steel formwork for a commercial complex
Utilized aluminum formwork for a high-rise construction
Employed tunnel formwork for an underground structure
I applied via Naukri.com and was interviewed in May 2021. There were 3 interview rounds.
The height of top guard rails, mid rails, and toe board rails varies depending on the specific application and regulations.
The height of top guard rails is typically between 42 and 45 inches above the walking surface.
Mid rails are typically located halfway between the top rail and the walking surface.
Toe board rails are typically between 4 and 6 inches high and are installed at the base of the guardrail system.
Specific...
Safe working load is the maximum weight a structure or equipment can safely support without risk of failure.
SWL is determined by factors such as material strength, design, and intended use.
Formula for SWL varies depending on the type of equipment or structure.
For example, the SWL formula for a crane may take into account the boom length, angle, and weight distribution.
It is important to always follow the manufacturer's...
I applied via Approached by Company and was interviewed in Jun 2024. There were 2 interview rounds.
5S is a methodology used to organize a workplace for efficiency and effectiveness.
Sort: Remove unnecessary items from the workplace.
Set in order: Organize remaining items in a logical manner.
Shine: Clean and inspect the workplace regularly.
Standardize: Establish standards and procedures for maintaining the workplace.
Sustain: Ensure the 5S system is maintained and improved over time.
I applied via Referral and was interviewed before Mar 2023. There was 1 interview round.
Excavation soil mass can be calculated by determining the volume of the soil and its density.
Calculate the volume of the excavation area by multiplying the length, width, and depth of the area.
Determine the density of the soil being excavated.
Multiply the volume of the excavation area by the density of the soil to get the excavation soil mass.
For example, if the excavation area is 10m x 5m x 2m and the soil density is ...
posted on 28 Jul 2022
I applied via LinkedIn and was interviewed in Jun 2022. There were 2 interview rounds.
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J K Fenner
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