Research Article

Proposal of Design Formulae for Equivalent Elasticity of Masonry Structures Made with Bricks of Low Modulus

Table 5

Examples of the calculations .

CasePoc (%) (MPa)Calculation
MPa

461.981000
2000
5000
10000
1620
3240
8099
1698
335.051000
2000
5000
10000
1351
2701
6753
13505
219.621000
2000
5000
10000
1196
2392
5981
11962

0.5āˆ’15.981000
2000
5000
10000
840
1680
4201
8402
0.25āˆ’31.421000
2000
5000
10000
686
1372
3429
6858