. An experimental investigation of a highway bridge . PLATE VlT. i I I »0 I I I NOI I i i 17 PLATE VIII. cr o z \ 04 I I i «0 COi l IT) i 0O i I PIATT: IX. 18 5 i *0 i 0V. I \ 1 >0. 20 TABLE II. Explanation 02f extensometer diagrams onPlates 5 to 9 inclusive. ReferenceITuniber 1L, K/ ^ MernberTest ed Position Measuredunit stressIds,per , JM 2-1 — — - - • ? - - Outside bar 800 P-P Cm Cm U-. La II N 500 2~3 M tt M 650 2-1+ « if II 600 2-5 U II tl 300 2-6 It InSide bar 2-7 tl II II 600 II II tl 600 2-9 U2Li Count er 2000 - it it 750 2-11 n ti 250 UiUa Lower Insideflange 650 it i
. An experimental investigation of a highway bridge . PLATE VlT. i I I »0 I I I NOI I i i 17 PLATE VIII. cr o z \ 04 I I i «0 COi l IT) i 0O i I PIATT: IX. 18 5 i *0 i 0V. I \ 1 >0. 20 TABLE II. Explanation 02f extensometer diagrams onPlates 5 to 9 inclusive. ReferenceITuniber 1L, K/ ^ MernberTest ed Position Measuredunit stressIds,per , JM 2-1 — — - - • ? - - Outside bar 800 P-P Cm Cm U-. La II N 500 2~3 M tt M 650 2-1+ « if II 600 2-5 U II tl 300 2-6 It InSide bar 2-7 tl II II 600 II II tl 600 2-9 U2Li Count er 2000 - it it 750 2-11 n ti 250 UiUa Lower Insideflange 650 it it 750 2-14 ii ti 250 2-15 ti Inside upperflange 500 2-16 ii it 750 2-17 it it 500 2-19 Outside bar 300 P-Pn ii ii ti j - -? 2-21 ii Inside bar 100 P—pp u n ~ ti POO -f- ,. ii ii ti 1-2 LQV± Upper outside .L X t li r- Cm \J \J ± ~ 5 it M 2-2 it Inner lowerflange 2-3 II ii 125 5-2 II Inner upperflange 0 N u 4-00 i*-2 tl Outer lowerflange 125 II ii >f-10 Outside bar 4-11 it ti ti l ti ii it 21 TABLE II. Continued. Reference Llemb ei Pos it ion Measured Numb er tested unit TT T illblUc Dcxx 2-11 II II II 2^0 2-12 II it II 200 1-
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