Page 141 - Handbook of Civil Engineering Calculations, Second Edition
P. 141
1.124 STRUCTURAL STEEL ENGINEERING AND DESIGN
FIGURE 28
Angular
Section displacement Moment W 1
A
B – M p M p
C +2 M p 2M p
D – M p M p
E . . . . . .
_____
Total 4M p
Then 4M p 740 ; M p 185 ft·kips (250.9 kN·m).
3. Repeat the foregoing procedure for failure by sidesway
Thus, 2 24 ; W E 22.2(24 ) 532.8 .
