A client has contracted genital herpes simplex for the first time. Which of the following signs and symptoms is the client likely to complain of?

Determine the ASD adjusted minimum modulus of elasticity, Emin’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 160 lb/ftwLr = 330 lb/ftLoad combination:D + LrSpan:L = 11 ftMember size:4 x 14Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

A wood member is loaded as shown. Using ASD, determine the adjusted tension strength, Ft’. Assume normal temperatures, no incising, and that all loads act in the directions shown. Ignore the weight of the member.Load:PD = 2,000 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 6,500 lbPE = 6,000 lbQD = 4,500 lbQL = 500 lbQLr = 4,000 lbQS = 2,500 lbQR = 4,500 lbQW = 0 lbQE = 0 lbSpan:L = 10 ft Member size:4 x 12 Stress grade and species:No. 1 & Better Douglas Fir-Larch Unbraced length:lu = L/2 = 5 ft Moisture content:MC < 19 percent 

Determine the ASD adjusted design bending strength, Fb’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 240 lb/ftwLr = 390 lb/ftLoad combination:D + LrSpan:L = 12 ftMember size:4 x 12Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Classic Custom Homes (CCH) builds, then sells, residential houses.  Once built, CCH includes the house-related data in its Inventory data table (for simplicity you may assume CCH has only fully built houses ready for sale in its Inventory).  When sales take place, the sale-related data is included in CCH’s Sales data table.  A house may be sold to an individual/family but occasionally a sale may include several houses to an individual/family.  Once a house is sold it is removed from Inventory and all sales are final (i.e., no returns). Based on CCH’s business processes, which of the following correctly illustrates the crows foot notations regarding the perspectives of Sale to Inventory and Inventory to Sale?  

Determine the ASD adjusted design shear strength, Fv’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 260 lb/ftwLr = 300 lb/ftLoad combination:D + LrSpan:L = 7 ftMember size:4 x 12Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

A client has come to the family planning clinic to discuss the use of contraceptives. The nurse should do which of the following to facilitate a productive discussion?  

Determine the maximum bending moment in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 180 lb/ftwLr = 210 lb/ftLoad combination:D + LrSpan:L = 9 ftMember size:4 x 6Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the ASD adjusted minimum modulus of elasticity, Emin’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 560 lbPLr = 1,120 lbLoad combination:D + LrSpan:L = 6 ftMember size:4 x 6Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the ASD adjusted design shear strength, Fv’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 280 lbPLr = 1,280 lbLoad combination:D + LrSpan:L = 13 ftMember size:4 x 8Stress grade and species:No. 2 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360