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Reliability Analysis For Shear In Lightweight Reinforced Concrete Bridges Using Shear Beam Database

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Figure

Figure 5.8.3.4.2-1 from AASHTO 2012 shows an illustration of the shear parameters on a typical girder section
Figure 2-Ratio of Experimental to Calculated
Figure 3-Compiled Database Values from Tureyen and Froshch & Old Committee 426 -4-3-2-10123400.250.50.7511.251.51.7522.252.5 2.75 3
Table 2 Shear Database for Lightweight Concrete
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