Worley Civil Structural Designer Interview Questions and Answers

Q1. Bolt to botlt distance how much
Ans. 
The bolt to bolt distance depends on the specific design requirements and standards for the structural connection.
• The bolt to bolt distance is typically specified in the design drawings or calculations provided by the engineer.

• It is important to follow the recommended bolt to bolt distance to ensure the structural integrity of the connection.

• The bolt to bolt distance may vary depending on factors such as the size and t...read more
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Q2. Edge distance how much ?
Ans. 
Edge distance refers to the distance between the edge of a structural member and the center of a hole or fastener.
• Edge distance is typically specified in design codes and standards.

• It is important to maintain adequate edge distance to prevent failure of the connection.

• The required edge distance can vary depending on the type of connection and the loading conditions.

• For example, in steel connections, the minimum edge di...read more
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Q3. Column to base plate which type of weld ?
Ans. 
The type of weld used for connecting a column to a base plate is typically a fillet weld.
• Fillet welds are commonly used for connecting structural steel components.

• The size of the fillet weld is determined based on the forces and stresses the connection will experience.

• Proper welding procedures and inspections are essential to ensure the weld's quality and strength.
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Q4. Column to beam how to joint ?
Ans. 
Column to beam joints are typically connected using various methods such as welding, bolting, or using mechanical connectors.
• Common methods for connecting column to beam include welding, bolting, or using mechanical connectors

• Welding is a common method where the column and beam are fused together using heat

• Bolting involves using bolts to secure the column and beam together

• Mechanical connectors such as shear connectors ...read more
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Q5. Top moment column to beam top side which weld ?
Ans. 
The top moment column to beam top side is typically welded on the compression side of the beam.
• Weld the top moment connection on the compression side of the beam for maximum strength.

• Ensure proper welding techniques and inspections are followed to maintain structural integrity.

• Consider using fillet welds or groove welds depending on the design requirements.

• Consult structural engineering codes and standards for specific...read more
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Q6. Edge distance to cover vertical reinforcement 75 mm all type of fdn
Ans. 
Edge distance of 75mm is required to cover vertical reinforcement in all types of foundations.
• Edge distance is important to ensure proper anchorage and structural integrity of the reinforcement.

• In this case, a minimum edge distance of 75mm is specified for covering vertical reinforcement in all types of foundations.

• Examples of foundations where this requirement applies include spread footings, pile caps, and mat founda
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Q1. Timoshenko beam theory
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Q2. Sfd and bmd diagram
Ans. 
Sfd and bmd diagrams show the variation of shear force and bending moment along the length of a structural member.
• SFD (Shear Force Diagram) shows the variation of shear force along the length of a beam or structural member.

• BMD (Bending Moment Diagram) shows the variation of bending moment along the length of a beam or structural member.

• SFD and BMD are essential for analyzing the internal forces and moments in a structu...read more
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Q1. Introduce yourself
Ans. 
I am a structural engineer with 5 years of experience in designing and analyzing buildings and bridges.
• Graduated with a degree in Civil Engineering

• Worked on various projects including high-rise buildings and pedestrian bridges

• Proficient in software such as AutoCAD and SAP2000
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Q2. Preference of job location
Ans. 
I am open to job locations that offer opportunities for growth and development.
• I am willing to relocate for the right job opportunity

• I prefer job locations with good transportation options

• I am open to both urban and rural locations depending on the job requirements
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Q1. What is copy monitor in Autodesk Revit?
Ans. 
Copy monitor in Autodesk Revit is a tool used to monitor changes in linked models and synchronize them with the current model.
• Copy monitor allows users to track changes in linked models and update them in the current model.

• It helps maintain consistency between different models in a project.

• Users can easily identify and resolve conflicts or discrepancies between linked models.

• Copy monitor can be used for elements like g
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Q2. What is shared parameter?
Ans. 
Shared parameter is a parameter that can be used across multiple elements in a project.
• Shared parameters allow for consistent data across different elements in a project.

• They can be created and managed in software like Revit for BIM projects.

• Examples include shared parameters for material types, cost estimates, or project phases.
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Q3. What is the difference between import cad & link cad?
Ans. 
Import CAD brings a copy of the CAD file into the current project, while Link CAD creates a reference to the original CAD file.
• Import CAD creates a duplicate of the CAD file within the project, increasing file size.

• Link CAD maintains a connection to the original CAD file, allowing for real-time updates.

• Changes made to the original CAD file will reflect in the linked CAD file, but not in the imported CAD file.

• Import CAD...read more
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Q4. What is Building Information Modelling?
Ans. 
Building Information Modelling (BIM) is a digital representation of the physical and functional characteristics of a building.
• BIM is a collaborative process that allows multiple stakeholders to work together on a building project.

• It involves creating and managing digital representations of the physical and functional characteristics of a building.

• BIM helps in improving coordination, efficiency, and accuracy in the desi...read more
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Q1. General question about me.
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Q1. Sfd and bmd questions
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Q2. Calculation of earthquake loads
Ans. 
Earthquake loads are calculated using seismic design codes and formulas based on the seismic hazard of the region.
• Determine the seismic hazard of the region using historical data and seismic maps

• Select a seismic design code such as ASCE 7 or Eurocode 8

• Calculate the seismic base shear using the formula V = CsW

• Distribute the seismic base shear to the structure using the appropriate load combinations

• Consider the effects o...read more
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Q1. Bending moment & Shear force diagram, lateral pressure from soil & water, reinforcement provision, Tension & compression in retaining walls etc.
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