Page 377 - statbility for masters and mates
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Bending and shear stresses 365
Fig. 43.6
Fig. 43.7
(a) `q'a value:
Ay m 6 12 5:75 17:25 cm3
b 6 cm
q F A y INA b
;`q'a 30 17:25 0:34t/cm2 254 6
(b) Just below `x x':
Ay 17:25 cm2
b 12 cm
qb 30 17:25 4:07t/cm2
254 0:5 (c) At 3 cm from Neutral Axis
m 17:25 2:5 0:5 4:25 22:56cm3 Ay
b 12 cm
qc 30 22:56 5:33t/cm2 254 0:5
