# Structural Analysis Course Outline Essay

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Pages: 12

ENEC12007 Structural Analysis Course Outline

Department of Engineering Degree
ENEC12007 Structural Analysis

Unit details
Department

: Engineering Degree

Unit Title

: Structural Analysis

Unit Code

: ENEC12007

Perquisites

: PHYS1184 Engineering Physics A & MATH11219 Engineering Mathematics

Campus & Mode

: ACK Mishref, Internal

Unit Weight

: 6 credits

Teaching Staff

: Dr. S. M. Soleimani, Eng. .......................

Contact details
Unit coordinator/lecturer

: Dr. Sayed Mohamad Soleimani

Campus

: ACK, Mishref

e-mail

: s.soleimani@ack.edu.kw

Phone

: +965 2537 6111

Fax

: +965 2537 6222

Office Hours

: Posted outside the Civil Engineering Department Office

Page
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forces in beams, shear force and bending moments
 Apply and explain the method of sections used to determine shear and bending moment at SPECIFIED POINTS in beams
 Use and explain the application of shear and bending moment DIAGRAMS to analyse internal forces in BEAMS
 Use and explain the application of shear and bending moment DIAGRAMS to analyse internal forces in FRAMES
Analyse determinate beams using the moment area and conjugate beam methods to obtain member deflections
 Sketch and explain expected deflection curves for loaded beams and frames and describe the strategy chosen analyse each particular beam
 Explain the sign convention used and assumptions made in the moment area method of analysis of deflections in beams
 Analyse and determine the slope and deflection of given points on a loaded beam using the moment area method
 Explain the sign convention used and assumptions made in the conjugate beam method of analysis of deflections in beams
 Sketch the conjugate beam for a given determinate beam and explain how the conjugate beam model was derived
 Analyse and determine the slope and deflection of given points on a loaded beam using the conjugate beam method
Analyse indeterminate beams using the force method
 Assess problems involving analysis of indeterminate beams and choose a primary structure most suitable for analysis using the force method
 Apply unit loads to obtain flexibility coefficients required to solve indeterminate