At the end of the course the students should be able to:
| C301.1 | Analyze indeterminate beams using Theorem of three moment and consistent deformation method. |
| C301.2 | Analyze indeterminate beams and frames using strain energy methods. |
| C301.3 | Analyze indeterminate beams and frames using moment distribution method. |
| C301.4 | Understand the concept of column analogy and Analyze indeterminate beams and frames using Slope deflection method. |
| C301.5 | Draw influence line diagram for reactions, Shear force and Bending Moment at any section in indeterminate beams using Muller Breslau principle. |
At the end of the course the students should be able to:
| C302.1 | Design singly and doubly reinforced concrete beams and lintels using working stress philosophy |
| C302.2 | Design singly and doubly reinforced concrete beams and lintels using limit state method |
| C302.3 | Design singly reinforced T beam ,one way slab and two way slab for dead loads and imposed loads using limit state method |
| C302.4 | Design reinforced rectangular and circular concrete column for uniaxial and biaxial bending taking codal provisions into accounts using interaction curves. |
| C302.5 | Design staircases and footings using limit state method |
At the end of the course the students should be able to:
| C303.1 | Apply the concepts of soil formation, index properties, physical and other properties of soil in engineering practice. |
| C303.2 | Compare the different systems of soil classification and apply the fundamentals of effective stress and related phenomena. |
| C303.3 | Evaluate the permeability of soil and infer the methods of compaction through experiments and data interpretation. |
| C303.4 | Evaluate the stresses for different loading conditions using various theories, graphical methods and to analyze the consolidation process. |
| C303.5 | Analyze shear strength and its calculation using different parameters and discuss the methods and techniques of soil exploration. |
At the end of the course the students should be able to:
| C304.1 | Understand the main components of railway permanent way and their purpose including a cross-section of the track, conning of wheels, knowledge of sleepers and ballast. |
| C304.2 | Design the geometric features of railway track and carry out basic calculations for the design of railway permanent way, transition curve, and its alignment. |
| C304.3 | Understand the basics of bridge engineering and all other technical aspect related to it. |
| C304.4 | Understand the methodology of tunneling and apply this knowledge to decide shape and size of tunnels. |
| C304.5 | Understand the fundamentals of the harbor and different terminologies related to the harbor such as breakwater, jetties etc. |
At the end of the course the students should be able to:
| C305.1 | Understand the concept of object oriented programming that helps to organize complex programs. |
| C305.2 | Understand the principles and practice of object oriented analysis and design in the construction of robust, maintainable programs which satisfy their requirements. |
| C305.3 | Design and execute straightforward programs using a high level Language and also applying the knowledge of OOP. |
| C305.4 | Apply the methods of numerical solutions of simultaneous linear algebraic equations, curve fitting and correlation index along with computer programming. |
| C305.5 | Apply the method of numerical solution of ordinary and partial differential equation and its programming. |
At the end of the course the students should be able to:
| C306.1 | Understand the basic concept of hydrology and its practical application |
| C306.2 | Analyse the rainfall data to evaluate precipitation and its characteristics |
| C306.3 | Analyse basic concept of Infiltration and Run off by applying principle of rainfall-runoff relationship to evaluate estimating runoff |
| C306.4 | Apply the knowledge of rainfall distribution to develop Unit Hydrograph and its application |
| C306.5 | Understand the basic concept of occurrence of ground water to analyse the flow to wells in Confined and Unconfined aquifers |