Civil Engineering Reference
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P
P
e
F w
F w
d
F w
FIGURE 9.5 Bending and shear forces on fillet welds.
9.2.4.5.2 Connections Subjected to Shear Forces and Torsional Moments
A connection such as that of Figure 9.4b is shown in greater detail in Figure 9.6. The
fillet welds each side of the leg of the connection angle (or plate) against the beam
web resist both shear forces and torsional moments.
y
x 1
t e
P
x
d
cg
e
b
FIGURE 9.6 Torsional and shear forces on fillet welds.
 
 
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