# Structural Analysis - I

Course Code:RT22016

Author:uLektz

University:

Regulation:2013

Categories:Civil

Format : ePUB3 (DRM Protected)

Type :eBook

Rs.199 Rs.30 Rs.85% off

Description :Structural Analysis - I of RT22016 covers the latest syllabus prescribed by JNTU Kakinada for regulation 2013. Author: uLektz, Published by uLektz Learning Solutions Private Limited.

Note : No printed book. Only ebook. Access eBook using uLektz apps for Android, iOS and Windows Desktop PC.

##### Topics
###### UNIT – I PROPPED CANTILEVERS

1.1 PROPPED CANTILEVERS: Analysis of propped cantilevers-shear force and Bending moment diagrams

1.2 Deflection of propped cantilevers.

###### UNIT – II FIXED BEAMS

2.1 FIXED BEAMS – Introduction to statically indeterminate beams with U. D. load central point load, eccentric point load. Number of point loads, uniformly varying load, couple and combination of loads shear force and Bending moment diagrams

2.2 Deflection of fixed beams effect of sinking of support, effect of rotation of a support.

###### UNIT – III CONTINUOUS BEAMS

3.1 CONTINUOUS BEAMS: Introduction-Clapeyron’s theorem of three moment- Analysis of continuous beams with constant moment of inertia with one or both ends fixed

3.2 Continuous beams with overhang, continuous beams with different moment of inertia for different spans-Effects of sinking of supports-shear force and Bending moment diagrams.

###### UNIT-IV SLOPE-DEFLECTION METHOD

4.1 SLOPE-DEFLECTION METHOD: Introduction, derivation of slope deflection equation,

4.2 Application to continuous beams with and without settlement of supports

###### UNIT – V ENERGY THEOREMS

5.1 ENERGY THEOREMS: Introduction-Strain energy in linear elastic system, expression of strain energy due to axial load bending moment and shear forces -

5.2 Castigliano’s first theorem-Deflections of simple beams and pin jointed trusses.

###### UNIT – VI MOVING LOADS AND INFLUENCE LINES AND INFLUENCE LINES

6.1 MOVING LOADS and INFLUENCE LINES: Introduction maximum SF and BM at a given section and absolute maximum S.F. and B.M due to single concentrated load U. D load longer than the span, U. D load shorter than the span, two point loads with fixed distance between them and several point loads-Equivalent uniformly distributed load-Focal length.

6.2 INFLUENCE LINES: Definition of influence line for SF, Influence line for BM- load position for maximum SF at a section-Load position for maximum BM at a sections, ingle point load,U.D.load longer than the span, U.D. load shorter than the span- Influence lines for forces in members of Pratt and Warren trusses.