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Interview Questions and Answers
Q1. Design of steel members and connections
Design of steel members and connections involves determining the appropriate size and shape of steel components and how they are connected.
Consider the loads and stresses that the steel members will be subjected to
Select appropriate steel sections based on their strength and stiffness
Design connections that can transfer loads between members without failure
Ensure that the design complies with relevant codes and standards
Examples of connections include bolted connections, weld...read more
Q2. Difference between pre and post tension
Pre-tension is applied before concrete is poured, while post-tension is applied after concrete has hardened.
Pre-tension involves stretching steel cables or bars before pouring concrete to create tension in the concrete as it sets.
Post-tension involves inserting steel cables or bars into hardened concrete and then tensioning them to create compression in the concrete.
Pre-tension is typically used in precast concrete elements, while post-tension is used in cast-in-place concret...read more
Q3. Approach for design of pier
Design of pier involves considering various factors such as load capacity, soil conditions, water level, and environmental impact.
Determine the load capacity and type of pier required
Analyze soil conditions and water level to determine foundation type
Consider environmental impact and regulations
Design for durability and maintenance
Ensure safety measures are in place
Q4. Design of rigid pile caps
Rigid pile caps are designed to transfer the load from the superstructure to the piles. The design should consider the pile arrangement, load distribution, and soil properties.
The pile cap should be designed to distribute the load evenly to the piles.
The pile arrangement should be considered to ensure that the pile cap is not overloaded.
The soil properties should be analyzed to determine the bearing capacity of the piles.
The pile cap should be designed to resist bending and s...read more
Q5. Analysis and design of piles
Analysis and design of piles involves determining the load capacity and selecting the appropriate type of pile for a given soil condition.
Pile load capacity is determined through various methods such as static load tests, dynamic load tests, and pile integrity tests.
Factors such as soil type, groundwater level, and seismic activity must be considered when selecting the type of pile.
Common types of piles include driven piles, drilled piles, and helical piles.
Design of piles in...read more
Q6. Prestressing losses and stages
Prestressing losses occur during the transfer of prestress from the jacks to the concrete. These losses can be divided into two stages.
The first stage is immediate losses, which occur due to friction between the strands and the ducts, anchorage slip, and elastic shortening of the concrete.
The second stage is time-dependent losses, which occur due to creep and shrinkage of the concrete, relaxation of the steel, and temperature changes.
Prestressing losses can be minimized by us...read more
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