Given: In an attempt to pull a nail out of a piece of wood, force P = 20 lb is applied perpendicular to the handle of a hammer. A block is placed under the hammer to provide leverage. The hammer pivots (rocks) at Point A. Let L = 10 in., q = 15^o and r = 2.0 in.

Req'd: Determine the tensile force in the nail before the nail begins to slide (the nail remains at rest so had zero acceleration).

Sol'n: Tensile force F can be determined by taking the FBD of the hammer and summing moments about Point A. Taking counterclockwise moments as positive:

SM_A = –PL + Fr = 0

F = PL/r = [(20 lb)(10 in.)] / (2.0 in.)

F = 100 lb

Note that angle q is not needed since P is normal to the handle.

Given: A crane is used to move cargo to and from ocean-going ships. The crane is lifting an object of mass M = 1000 kg. Boom AD has length of L_AD = 30 m, and mass of m_b = 400 kg. The boom is b = 40° from the horizontal, and a = 20°. Angle ABC is a right angle.

Req'd: Determine the tension in cable CD.

Sol'n: Create a free-body diagram of the boom, including the weight of the boom itself, which is assumed to act at its geometric center.

To determine the tension T_CD, sum moments about Point A.

T_CD = 18.04 kN

Given: Specifications a lug-nut require that it be tightened to a torque of 150 ft-lb.

Req'd: Using the lug-wrench shown, determine force P to obtain the required torque. Let a = 9 in.

Sol'n: The forces P at the ends of the wrench arms cause a torque at Point C of T_C = P(2a), which acts about the CD axis.

From a FDD of shaft CD, the torque at C must equal the torque at D:

T_C = T_D

P(2a) = 150 lb-ft

P = 150 lb-ft / (18 in.) = 150 lb-ft / (1.5 ft)

P = 100 lb

Given: An I-beam shown is acted upon by a 4 kN point load 4 m from the left end.

Req'd: Determine the shear force and bending moment distributions throughout the beam. Plot the results on Shear and Moment Diagrams.

Sol'n: From the FBD of the entire beam, the reaction forces at the supports are found by taking moments about each end:

R₁ = 2.4 kN    R₂ = 1.6 kN

Check: SF_y= 2.4 kN + 1.6 kN – 4 kN = 0    OK

A segment of the beam of length x (0< x < 4 m) is next isolated and treated as a FBD. The internal shear force and bending moment acting on the segment are shown in their positive directions (per this text).

Applying equilibrium:

S F_y = 0 2.4 + V(x) = 0
V(x) = –2.4 kN

S M = 0 M(x) – 2.4x = 0
M(x) = 2.4x kN·m

These internal loads act on any cross-section of the beam to the left of the 4 kN load (x<4m).

S F_y = 0 V(x) = 1.6 kN

S M = 0 M(x) = 1.6(10 – x) kN·m

These internal loads act on any cross-section of the beam to the right of the point load (x>4m).

FBD of entire beam

FBDs of segments of the beam
left: for x < 4m; right: for x > 4m. Positive sense of shear force and moment per convention of text.

Shear diagram

Moment diagram

Shear and moment equations

• Between R₁ and the 4-kN point load, the internal shear force is constant: V = –2.4 kN (the negative sign indicates the shear force acts downward on a positive x-face, opposite drawn). To the right of the point load the shear force has a value of +1.6 kN.
  
• From x = 0 to 4 m, the bending moment increases linearly from of 0 to 9.6 kN·m. To the right of the load, the bending moment decreases linearly from 9.6 kN·m to 0.

The change in moment between two cross-sections is the negative in area under the shear diagram. From 0 to 4 m: Area = (2.4 N)(4 m) = 9.6 kN·m].

Beams are covered in more depth in Chapter 6.

Given: A 14' by 8' road sign hangs over Hwy 101 near UCSB. The bottom of the sign is 20 ft above the roadway. The weight of the sign is 300 lb, the weight of the supporting framework is 600 lb, and the weight of the support mast is 2000 lb. During a storm the wind pressure applies an equivalent force of 2200 lb acting at the center of the sign.

Req'd: Determine the reaction forces and moments at the base of the sign.

Sol'n:
Step 1. Create a FBD of the sign/support/mast system. The weight of the sign W_s, the weight of the supporting framework W_f, and the wind force F_w, all act through the center of the sign at Point A. The weight of the mast W_m acts along its axis BC.

Step 2. The forces acting at A can be relocated to B, creating force-couple systems at B:

• R_By = F_w = 2200 lb
  M_Bz = F_w[(14 ft)/2] = 15400 lb-ft

• R_Bz = W_s + W_f = 900 lb
  M_By = (W_s + W_f)[(14 ft)/2] = 6300 lb-ft

Step 3. Apply equilibrium on mast BC to determine the reaction forces and moments. The reactions are drawn in the positive direction of the coordinate axes.

SF_x = 0 :  R_Cx = 0

SF_y = 0 :  R_Cy + R_By = 0 :   R_Cy = –2200 lb

SF_z = 0 :  R_Cz = R_Bz + W_m : R_Cz = 2900 lb

SM_x = 0 :  M_Cx = R_By(20' + 4') = 52800 lb-ft

SM_y = 0 :  M_Cy = M_By = 6300 lb-ft

SM_z = 0 :  M_Cz = M_Bz = 15400 lb-ft

The moment about the z-axis M_z, is generally referred to as a torque since it twists the mast as if it were a torsion member. Here, torque on the mast is constant throughout BC.