Image Lehigh Photographs Building / Fritz, John, 1822-1913 / Fritz Engineering Laboratory / Riehle Hydraulic Press Shows Mr. Fritz in front of machine (Riehle hydraulic press) View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering Holston Bridge stage 5 influence line for reaction-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223C-22) Wooden formworkand batteries beneath slabs-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering Concrete slab with cracks and tape measure-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering Average of all Whittemore gages at average strained level-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.62) Susquehanna R.B. Model reactions for upward jacking movement-drawing. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.90) Holston Bridge test analysis on model setup GS440-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering Displacement of L20 on cantilever arm caused by horizontal pull-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (215A.19) Overhead view of steel box girder in test frame and strain Fritz Lab gages-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223D-9) Close-up of concrete beam's anchored strand-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223A-9) Same image as GS 224, slide corner broken out. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223B-3) Grinder scale 1":1'.0"-galvanized PC strand-drawing. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223B-19) Change of Prestress in Strands-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering Fatigue failure envelope for concrete, static ultimate stress-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223E-3) Fritz lab test setup-photo. Slide cracked in lower left corner View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.34) Strain gages in test machine. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.84) Holston Bridge erection and control stages-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.11) Model analysis of Grace Hall Gymnasium frame-drawing design of model. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.61) Susquehanna River Bridge Model displacement of reaction points. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223C-27) Dynamic deflection at midspan of downstream edge beam-graph. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223D-6) Deformation produced by constant twisting moments-graphs and equation. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223D-14) Concrete slab in testing frame (new Fritz Lab)-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (214.26) Overall view of Arch Bridge-Eney deformeter-photo. View Item
Image Lehigh Photographs Fritz Engineering Laboratory / Civil Engineering (223C-6) Two photos showing general view of test installation and detail of installation. View Item
