. Proceedings of the annual convention . UPPER(TENSION) FLANGE STRESS0 PS 1,000 LOWER (COMPRESSION) .00299ra(i Meas 00274 rod Comp. 800 lbs. — ijl j-ij I J-l L^^IlLei L^tfLf^- -^-^ 4- REF THEORETICAL SOILMECHANICS BY TERZAGHIMAY, 1946, CHAPT H. Zr>77 01,000 2 SHEARING STRESS 4IN WEB , psi 5 6 7 e 9 10,000 f t-Meosured \ \ Poif ts ._^\ I x Computed /\ Curve- \ \ SEE FOR EXPRESSIONFOR COMPUTED CURVE FIG 33SPECIMEN CRESULTS OF TEST C5 ANDCOMPARISON WITH COMPUTED VALUES MOHRS CIRCLE OF STRESSFOR GAGE A NOTE: COMPUTED STRESSES ARE BASED ON SHEAR SLOPE THEORYDERIVED IN FIGS. 34, 34q St
. Proceedings of the annual convention . UPPER(TENSION) FLANGE STRESS0 PS 1,000 LOWER (COMPRESSION) .00299ra(i Meas 00274 rod Comp. 800 lbs. — ijl j-ij I J-l L^^IlLei L^tfLf^- -^-^ 4- REF THEORETICAL SOILMECHANICS BY TERZAGHIMAY, 1946, CHAPT H. Zr>77 01,000 2 SHEARING STRESS 4IN WEB , psi 5 6 7 e 9 10,000 f t-Meosured \ \ Poif ts ._^\ I x Computed /\ Curve- \ \ SEE FOR EXPRESSIONFOR COMPUTED CURVE FIG 33SPECIMEN CRESULTS OF TEST C5 ANDCOMPARISON WITH COMPUTED VALUES MOHRS CIRCLE OF STRESSFOR GAGE A NOTE: COMPUTED STRESSES ARE BASED ON SHEAR SLOPE THEORYDERIVED IN FIGS. 34, 34q Stresses in Models of Floorbea m Hangers 115 Ai- -A2
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
