312 



W. H. WARREN. 



Table VIII. 



— TEANSVEESE TESTS OF MONIEE 



BEAMS. 

















Modulus 









Sector Readings. 



Total 



Modulus of 



Breaking of rupture 



Description. 



Load, ill 













Load, pounds, 

 tons. per square 



pounds. 



F rout 



Back 



Sum. 



Dm. 



■01 cm. 



pounds per 







•02 cm. 



'02 cm. 



"01 cm. 



11-77 



'OJ cm. 



•30 

 •18 

 •51 

 •04 

 •12 

 •10 

 •17 



53 

 •26 

 •08 



10 

 •12 





square inch. 





inch. 



Four 



560 



10-77 



1-00 



00 





28000 



813 



bars 1| 



1120 



10-94 



1-13 



1207 



03 









inch in 



1680 



1105 



1 20 



12-25 



0-48 









diam. 



2240 



11-50 



1-26 



12-76 



099 









Span 



2820 



11-50 



1 30 



12-80 



103 









5 feet 



3380 



11-50 



1-42 



12 92 



1-15 



1316900 







61 inch. 



3940 



11-52 



1-50 



13-02 



125 











4480 



11-61 



1-58 



13-19 



1-42 









(Fig. 15) 



5040 



12-04 



1-68 



1372 



1-95 











5600 



12-26 



1-72 



13-98 



221 











6160 



1225 



1-81 



1406 



2 29 











6720 



1226 



190 



14-16 



239 











7280 



12-28 



2-00 



14-28 



2 51 











7280 



12-24 



2-24 



14-48 



•01 



•50 



•07 



•13 



•08 



•14 



•89 



•23 



•02 



•09 



•16 



•41 



•57 



•41 



•47 



•59 



•76 



•95 



1-15 



1-75 



1-36 



1-27 



1-73 













7840 



12-24 



2-25 



14-49 



2-52 











8400 



12-66 



2-33 



14-99 



3-02 











8960 



1266 



2-40 



1506 



3 09 











9520 



12-55 



2-38 



14-93 



2-96 











10080 



12-56 



2-45 



1501 



3-04 











10640 



12-57 



2-58 



15-15 



318 











11200 



13 12 



2-92 



1604 



4-07 











11760 



13-37 



290 



16-27 



430 



1307600 









12320 



13-14 



3*15 



16-29 



4-32 











12880 



13-22 



3-16 



16-38 



4-41 











13440 



13-30 



3-24 



16-54 



4-57 











14560 



1345 



350 



16'95 



4-98 











15680 



13-47 



405 



1752 



555 











16800 



14-43 



450 



18-93 



5 96 











17920 



1470 



470 



19-40 



6-43 











19040 



15 09 



5-00 



2009 



7-02 











20160 



15-45 



5-40 



20-85 



778 











21280 



15-90 



5-90 



21-80 



8-73 











22400 



1660 



6-65 



2325 



10-18 











23520 



17-80 



7-20 



25-00 



11-93 











24640 



18-26 



810 



2636 



13-29 











25760 



18-83 



8-80 



27-63 



14 56 











26880 



1976 



960 



29-36 



16-29 



1624000 









28000 



















Three 



2240 



10-97 



332 



14-29 



•33 



•05 

 ■26 

 95 

 •26 

 •30 

 •43 

 •17 



00 





27552 



802 



bars. 



3380 



11-20 



3-32 



14-52 



0-33 









Span 



4480 



11-23 



332 



1457 



038 



3299200 







5 feet 



5600 



11-46 



337 



14-83 



0-64 









6i inch. 



6720 



1202 



3-86 



1588 



1*59 











7840 



1222 



392 



15-14 



1-85 









(Fig. 16) 



8960 



12-48 



396 



16-44 



215 











10080 



12-82 



405 



16-87 



2'58 











11200 



1351 



4-53 



18-04 



2-75 











11200 



11-90 



4-48 



16-38 



12 



•52 

 •12 













12320 



11-96 



4-54 



16-50 



2-87 











13440 



1217 



4 85 



17-02 



3-39 



3396100 







