Page 60 - B.E Civil Curriculum and Syllabus R2017 - REC

Department of Civil Engineering, REC

8. IS Code 2911 (Part 1): 1979 (Reaffirmed 1997) ―Concrete Piles‖ Bureau of Indian Standards, New
Delhi.
9. IS Code 2911 (Part 2): 1979 (Reaffirmed 1997) ―Timber Piles‖, Bureau of Indian Standards, New
Delhi.
10. IS Code 2911 (Part 3): 1979 (Reaffirmed 1997) ―Under Reamed Piles‖, Bureau of Indian Standards,
New Delhi.
11. IS Code 2911 (Part 4): 1979 (Reaffirmed 1997) ―Load Test on Piles‖, Bureau of Indian Standards, New
Delhi.
12. IS Code 1904: 1986 (Reaffirmed 1995) ―Design and Construction of Foundations in Soils‖, Bureau of
Indian Standards, New Delhi.
13. IS Code 2131: 1981 (Reaffirmed 1997) ―Method for Standard Penetration test for Soils‖, Bureau of
Indian Standards, New Delhi.
14. IS Code 2132: 1986 (Reaffirmed 1997) ―Code of Practice for thin – walled tube sampling for soils‖,
Bureau of Indian Standards, New Delhi.
15. IS Code 1892 (1979): Code of Practice for subsurface Investigation for Foundations, Bureau of Indian
Standards, New Delhi.
16. IS Code 14458 (Part 1): 1998 ―Retaining Wall for Hill Area – Guidelines, Selection of Type of Wall‖,
Bureau of Indian Standards, New Delhi.
17. IS Code 14458 (Part 2): 1998 ―Retaining Wall for Hill Area – Guidelines, Design of Retaining/Breast
Walls‖, Bureau of Indian Standards, New Delhi.
18. IS Code 14458 (Part 3): 1998 ―Retaining Wall for Hill Area – Guidelines, Construction of Dry Stone
Walls‖, Bureau of Indian Standards, New Delhi.

CE17503 STRUCTURAL ANALYSIS I L T P C

2 2 0 3
OBJECTIVES:
 To introduce students the basic concept of differentiating Statically Determinate and Indeterminate
Structures and to understand the deflection in determinate frames.
 To analyze statically indeterminate beams and frames using slope deflection method.
 To analyze statically indeterminate beams and frames using Moment Distribution Method.
 To analyze statically indeterminate beams and frames using Matrix flexibility Method.
 To analyze statically indeterminate beams and frames using Matrix Stiffness Method.

UNIT I STRAIN ENERGY METHOD 9+3
Determination of Static and Kinematic Indeterminacies – Analysis of continuous beams, plane frames and
indeterminate plane trusses by strain energy method (up to two degree of redundancy).

UNIT II SLOPE DEFLECTION METHOD 9+3
Slope deflection equations – Equilibrium conditions - Analysis of continuous beams and rigid frames – Rigid
frames with inclined members - Support settlements - symmetric frames with symmetric and skew -
symmetric loadings.

UNIT III MOMENT DISTRIBUTION METHOD 9+3
Stiffness and carry over factors – Distribution and carryover of moments - Analysis of continuous Beams -
Plane rigid frames with and without sway – Support settlement - symmetric frames with symmetric and skew
- symmetric loadings.

Curriculum and Syllabus | B.E. Civil Engineering | R2017 Page 60