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Lightweight Concrete for High Strength - Expanded Shale & Clay

Lightweight Concrete for High Strength - Expanded Shale & Clay

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left girder-end. The dimension L was the distance from COB to COB. The dimensions “a,” L 1 ,<br />

L 2 and L are shown in Figure C.1.<br />

Diagrams of the test configurations are depicted in Figures C.2 through C.10. Diagrams<br />

of the resulting three girders, configuration “A”, “B” and “C”, in each series, G1 and G2, are<br />

depicted in Figures C.11 through C.13.<br />

Portion of Girder Damaged During Test # 1<br />

Test # 1 on Composite Girder<br />

Portion of Girder Damaged During Test # 2<br />

Test # 2 on Composite Girder<br />

a<br />

Center<br />

Of<br />

Bearing<br />

Center<br />

Of<br />

Bearing<br />

L 2<br />

L<br />

L<br />

Test # 3 on Composite Girder<br />

Figure C.1 Test set-up<br />

C-2

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