Folder 23.4
Container
Contains 22 Results:
Welded corner connection: close-up of v-shaped specimen, no date
Item — Multiple Containers
Dates:
no date
Concrete bond testing: close-up of cracked concrete beam in testing machine, no date
Item — Multiple Containers
Dates:
no date
Steel deflection rig testing: view of deflection rig with 3 gauges attached, no date
Item — Multiple Containers
Dates:
no date
Testing specimen: View of horizontal beam affixed with measuring gauges that is showing slight curvature; labeled with B4-3 placard, no date
Item — Multiple Containers
Dates:
no date
Graphs: Two graphs of number of cycles and relative frequency for steel stress (% ULT.), 1960
Item — Multiple Containers
Dates:
1960
Test results: Fig.14 Effect of Dike Angle and Location on Velocity Parameters for Various Percentage Openings. 60° Approach, Discharge 2.92 cfs, 1960
Item — Multiple Containers
Dates:
1960
Test results: Fig.13 Effect of Dike Length on Velocity Parameter for Various Dike Angles. 90° Approach, Discharge 2.92 cfs, 1960
Item — Multiple Containers
Dates:
1960
Test results: Fig.10 Difference in Max. and Min. Meter RPM, no date
Item — Multiple Containers
Dates:
no date