(c) Bending-moment diagram
FIGURE 5
SHEARING STRESS IN A BEAM-
EXACTMETHOD
Calculate the maximum shearing stress in a Wl8 x 55 beam at a section where the verti-
cal shear is 70 kips (311.4 kN).
Calculation Procedure:
- Record the relevant properties of the member
The shearing stress is a maximum at the centroidal axis and is given by v = VQI(If). The
static moment of the area above this axis is found by applying the properties of the WT9 x
(b) Sheer diagram
(a) Force diagram