Me cud Te ._— 
Wn. Tn 
— Stl fa trhuo 
400 
PROFESSOR A. H. GIBSON ON 
rf 
ee 
ES Ce 
Am 
Al ae) 
Ae ae 
ieee 
La, as 
ee fe 
a e/a 
eee 4 V/A) 
- Af f-— 
VA 
Aa. 
Vall 
SALES 
Ree V 
+30 
Fic. 6.—Values of Mz and Ty for a bow-girder built in at both ends, subtending an angle 180° — 2¢, 
and with a single load W distant a° from the end A. 
