What do structural engineers do?

1960 engineering syllabus page16

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PHYSICS IE

Mechanics, Heat and Thermodynamics, Electricity and Magnetism,

Optics.

PHYSICS IIE

Relativity, Gravitation, Hydrodynamics, Physical Optics, Quantum

Physics, Nuclear Physics, Solid State Physics.

PHYSICS I11

Rotational Dynamics, Hydrodynamics, Properties of Matter, Electricity,

Diffraction, Spectroscopy, Atomic & Nuclear Physics, Quantum Mechanics,

Statistical Mechanics.

SOIL MECHANICS (Elective)

Identifying Characteristics of Soils. Clay Mineralogy. Soil Water. Further

work in: Consolidation; Shear Strength; 1 ateral Earth Pressures; Slopes

and Cuttings; Foundations. (Practical work.)

SOIL MECHANICS

More advanced work in the following topics:

Index Properties and Classification. Compaction. Soil Water. Consolidation.

Settlement. Shear Strength. Retaining Walls. Slopes. Ultimate Bearing

Capacity of Foundations. Site Investigations.

STEEL DESIGN AND FABRICATION

Introduction to the plastic design of sleel structures. Selection of steel.

Welding metallurgy. Fabrication. Codes of practice. Inspection. Protection

of steelwork.

STRUCTURAL MECHANICS I

Structures under stationary loading: Statically determinate plane slruclures

(frames, arches, cables, elc.). Statically indeterminate beams.

Structures under moving loads: Influence lines for statically determinate

beams, frames and arches.

Columns: Short struts. Euler and secant formulae.

Reinforced Concrete: Elastic and Ultimate strength theory for rectangular

beams and one-way slabs, tee beams and columns.

Soil Mechanics: Consolidation. Sett:ement. Shear Strength. Lateral earth

pressures. Slope stability. Foundations. (Laboratory work.)

STRUCTURAL MECHANICS I1

Three Dimensional Statics: Space frames.

Deformation of Statically Determinate Structures: Virtual work and

strain energy methods.

Plastic Analysis of Beams.

Prestressed Concrete: Principles. Loss of prestress. Analysis of beams.

Ultimate strength. Skear and bend.

Statically Indeterminate Structures: Force methods and displacement

methods. (Virtual work, strain energy, slope deflection, moment distribution.)

(Laboratory work.)

STRUCTURAL MECHANICS 111 (Elective)

Introduction to Matrix Methods of Structural Analysis: Statically determinate

plane frames.

Influence lines for Statically Indeterminate Structures.

Elastic Stress Analysis: Thin-walled members under axial load, skew

bending and shear. Torsion of 1 beams, single cell and open sections.

Limit Analysis: Plastic collapse of portal frames.

Optional Topic selected from: Theory of flat plates. Elastic stability

theory. Theory of Shells. Matrix Methods of Analysis for statically indeterminate

structures. (Laboratory work.)

STRUCTURAL MECHANICS

Statically indeterminate structures. Inaoduction to Matrix methods and

solution by computer. Secondary stress analysis Principles of Structural

Similtude. Model Analysis. Theory of Elasticity. Experimental stress

analysis. Elastic stability-Buckling behavrour of beams, columns.

Introduction to v~bration probierus. Multr.Bay and Multi-story structures.

SURVEYING I

Chain and compass surveys. Levelling. Theodolite and plane table

surveys. Circular curves. Contours. Cornputalions including traverses,

circular curves, areas with angular bouritlaries. (Field work.)

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Information about the work that civil engineers do