Tests on plain and reinforced concrete beams . T^ble /I D^An No- IZ- conf. 51. De-flection E X+fn So cnefers (J- Vv( u- ^ / OOOO // ooo /4 ooa/ Soao 4 /:2-a .0 S3^ .0 4-4C. ? 0 73^ ?J4 S-2-. Table /^ DEAn lio 13 7S Johnson Dc:^rs 52. 2 >^ 5 n f4 ft X f ^ n s 0 m (? fers Re k s ^lecfion. U-W E. B-W c / 00 •27-7^ 3^2^ / Cgo / OS .22<f / //-or?7 fop 0/ i? . /o3o ^ /?e/oic/ copper: /?do 0 ^^7 .2 372^ /? ?,o 7 / A» / ^ir> f/ c / ? 7-^03 .34/S O ./off ,2 33^ O . ^537 /./s- /pe/oK/ copper .7 535 .OffS .3 555 /?-^^ 55^ 3 c>c> ^> /•^ 5- 55c:> ? /u^y . 2/S f / /V^ .30 . 2/32 / / /.
Tests on plain and reinforced concrete beams . T^ble /I D^An No- IZ- conf. 51. De-flection E X+fn So cnefers (J- Vv( u- ^ / OOOO // ooo /4 ooa/ Soao 4 /:2-a .0 S3^ .0 4-4C. ? 0 73^ ?J4 S-2-. Table /^ DEAn lio 13 7S Johnson Dc:^rs 52. 2 >^ 5 n f4 ft X f ^ n s 0 m (? fers Re k s ^lecfion. U-W E. B-W c / 00 •27-7^ 3^2^ / Cgo / OS .22<f / //-or?7 fop 0/ i? . /o3o ^ /?e/oic/ copper: /?do 0 ^^7 .2 372^ /? ?,o 7 / A» / ^ir> f/ c / ? 7-^03 .34/S O ./off ,2 33^ O . ^537 /./s- /pe/oK/ copper .7 535 .OffS .3 555 /?-^^ 55^ 3 c>c> ^> /•^ 5- 55c:> ? /u^y . 2/S f / /V^ .30 . 2/32 / / /. >£7 . 3/ .7/// 3 . 3/>*/ . /5S5 . 2 r. 3o . 3/^^ ./S7^ . 2 ^^S -3/// .. /^/^ .2^ ^-^ 00 a r S5 .37/f • /-^-^^ y GOO 1 .32-7^ ./^3-> fooa 2 . 33>^ . / /^^<3 ./FS3 0 0 . 3-*^^7 ? ?i-^j r , /^2 7- ./7d3 /O ooo1 No. 15-cont. 53 Load R <2 m c» r k
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