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New - Workshop, Analysis of raft and piled raft by the program ELPLA At the university Siegen in Germany on Wednesday 11 November 2009 New - New Tutorial Examples - GEOTEC Office 9.2 Service Pack 1.0

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		ELPLA


	- Description

	- Calculation methods

	- Boundary conditions

	- Geometry and Loads

	- Piles

	- Soil

	- Design of the slab

	- Graphical drawing

	- Drawing sections

	- Tabulating data and results

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- ELPLA> Verification Examples>

Example 24: Deflection of a thin cantilever beam

Description of the problem

To verify the mathematical model of ELPLA for computing plane stresses, results of a cantilever beam having a thin rectangular cross section introduced by Timoshenko/ Goodier (1970) (Example 21, page 41) are compared with those obtained by ELPLA. The cantilever carries a point load of P = 150 [kN] applied at the end as shown in Figure 58.

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