WORLD FOR CIVIL

STATICS / STRENGTH OF MATERIALS - Example

In the structure shown below members BCE, and CD are assumed to be solid rigid members. Members AE and DE are cables. For this structure:
A. Draw a Free Body Diagram showing all support forces and loads.
B. Determine the value of all the support forces acting on the structure.
C. Determine the force (tension or compression) in member CD.
Unless otherwise indicated, all joints and support points are assumed to be pinned or hinged joints.

Solution:
PARTS A & B:
STEP 1: Draw a free body diagram showing and labeling all load forces and support (reaction) forces, as well as any needed angles and dimensions.
STEP 2: Break any forces not already in x and y direction into their x and y components.
STEP 3: Apply the equilibrium conditions.
Sum F_x = -A cos(56.3^o) + B_x = 0
Sum F_y = - A sin(56.3^o) + B_y - 12,000 lbs = 0
Sum T_A = B_y(16 ft) - (12,000 lbs)(24 ft) = 0
Solving for the unknowns:
A = 7210 lbs; B_y = 18,000 lbs; B_x = 4,000 lbs

PART C - Now find internal force in member CD.
STEP 1: Draw a free body diagram of a member that CD acts on - member BCE.
STEP 2: Resolve all forces into x and y components (see diagram).
STEP 3: Apply the equilibrium conditions:
Sum F_x = E_dx - CD cos (37^o) + 4,000 lbs = 0
Sum F_y = E_dy - CD sin (37^o) + 18,000 lbs = 0
Sum T_E = -CD cos (37^o)(12 ft) + (4,000 lbs)(24 ft) = 0
Solving for the unknowns:
CD = 10,000 lbs; E_dx = 4,000 lbs; E_dy = -12,000 lbs
These are the external forces acting on member BCE.
The force in CD is 10,000 lbs (c).