Lightweight Concrete for High Strength - Expanded Shale & Clay

6” 90” 50”
Segment of girder
assumed damaged
during test # 1
a = 90”
L 1 = 456”
L 2 = 0”
L = 456”
Single Density
Stirrups (#4)
Load @ l d
Figure C.2 Test Configuration 1
6” 61” 70”
Segment of girder
assumed damaged
during test # 2
a = 61”
L 1 = 316”
L 2 = 0”
L = 456”
Double Density
Stirrups (#4)
Load @ 0.7*l d
6” 75” 60”
Figure C.3 Test Configuration 2
Segment of girder
assumed damaged
during test # 3
a = 75”
L 1 = 456”
L 2 = 0”
L = 456”
Double Density
Stirrups (#4)
Load @ 0.85*l d
Figure C.4 Test Configuration 3
C-3