After unprotected intercourse, a client calls the clinic to ask questions about the use of emergency contraceptives such as Plan B (levonorgestrel 0.75mg, 2 tabs). The nurse realizes the client needs further explanation when they make which of the following responses?

For deflection calculations, the adjusted modulus of elasticity Ex’ for a hardwood glulam beam 16F-V3 with ASD load combination (D + 0.6W), under 16% moisture content, and a constant temperature of 140°F is _______.

A wood member is loaded as shown. Using ASD, determine the maximum bending stress in the member. Assume normal temperatures, no incising, and that all loads act in the directions shown. Ignore the weight of the member.Load:PD = 2,500 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 9,000 lbPE = 6,500 lbQD = 1,500 lbQL = 2,000 lbQLr = 2,000 lbQS = 1,000 lbQR = 1,500 lbQW = 0 lbQE = 0 lbSpan:L = 7 ft Member size:4 x 14 Stress grade and species:No. 2 Douglas Fir-Larch Unbraced length:lu = L/2 = 3.5 ft Moisture content:MC < 19 percent 

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 = 3,500 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 7,000 lbPE = 8,500 lbQD = 0 lbQL = 1,500 lbQLr = 5,000 lbQS = 5,000 lbQR = 1,500 lbQW = 0 lbQE = 0 lbSpan:L = 8 ft Member size:4 x 6 Stress grade and species:No. 1 Douglas Fir-Larch Unbraced length:lu = L/2 = 4 ft Moisture content:MC < 19 percent 

Clients with which of the following conditions would be at an increased risk for a candidiasis infection? Select all that apply.

Use APA Technical Note Q225 entitled Load-Span Tables for APA Structural-Use Panels and ASD procedures to answer the following question.The spacing of joists in a flat roof is 30-in. o.c. Roof dead load = 14 psf. Snow load = 70 psf. Roof sheathing is to be an APA rated plywood sheathing, and panels are to be oriented in the strong direction. The load is governed by deflection limits of L/240 for snow load and L/180 for total load. Only consider these limits. Assume multi-span, normal duration of load, dry conditions, and panels 24 inches or wider. Would a panel with a span rating of 32/16 be adequate?

Use APA Technical Note Q225 entitled Load-Span Tables for APA Structural-Use Panels and ASD procedures to answer the following question.The spacing of joists in a floor system is 48-in. o.c. Floor dead load = 13 psf. Floor live load = 62 psf. Floor sheathing is to be an APA rated OSB sheathing, and panels are to be oriented in the strong direction. The load is governed by bending and shear for total load. Only consider these limits. Assume multi-span, normal duration of load, dry conditions, and panels 24 inches or wider. Would a panel with a span rating of 40/20 be adequate?

A wood column is pin connected at its top and bottom. Determine the controlling slenderness ratio, le/d, for the column. Assume normal temperatures, no incising, and that all loads are downward. Ignore the weight of the member.Load:PD = 4,000 lbPL = 3,000 lbPLr = 1,500 lbPS = 500 lbPR = 500 lbPW = 0 lbPE = 0 lbLength:L = 8 ftMember size:4 x 6Stress grade and species:No. 2 Douglas Fir-LarchUnbraced length:lu = L = 8 ftMoisture content:MC < 19 percent

Determine the maximum actual bending stress in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 520 lbPLr = 800 lbLoad combination:D + LrSpan:L = 6 ftMember size:4 x 8Stress grade and species:Select Structural Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the maximum actual bending stress in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 440 lbPLr = 1,760 lbLoad combination:D + LrSpan:L = 9 ftMember size:4 x 10Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360