Use APA Technical Note Q225 entitled Load-Span Tables for AP…

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 40-in. o.c. Floor dead load = 16 psf. Floor live load = 85 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?

The nurse is caring for a client with Chronic Obstructive Pu…

The nurse is caring for a client with Chronic Obstructive Pulmonary Disease (COPD), and the client’s FEV1 is 35%. Based on the Global Initiative for Chronic Obstructive Lung Disease (GOLD) classifications, how would the severity of the client’s COPD be categorized?

IMPORTANT: Submit the exam Activation Form and then return t…

IMPORTANT: Submit the exam Activation Form and then return to the canvas quiz. If you have not done so yet, you must join Dr. Simpson Zoom Meeting with your mobile device before you activate your exam, otherwise you will not be granted  access to your exam file.  Zoom Meeting ID : 374 415 7120 Submitting the form will share the Excel file for your exam with you for a limited time.  Once your exam time expires you will no longer have access to make changes to the file. QMB EXAM Activation Form

Use APA Technical Note Q225 entitled Load-Span Tables for AP…

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 30-in. o.c. Floor dead load = 10 psf. Floor live load = 107 psf. Floor sheathing is to be an APA rated OSB Sturd-I-Floor sheathing, and panels are to be oriented in the strong direction. The load is governed by a deflection limit of L/240, 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 24 oc be adequate?

A wood member is loaded as shown. Using ASD, determine the a…

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 = 1,000 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 8,000 lbPE = 8,000 lbQD = 2,500 lbQL = 2,500 lbQLr = 0 lbQS = 500 lbQR = 2,000 lbQW = 0 lbQE = 0 lbSpan:L = 12 ft Member size:4 x 8 Stress grade and species:Select Structural Douglas Fir-Larch Unbraced length:lu = L/2 = 6 ft Moisture content:MC < 19 percent 

A wood member is loaded as shown. Using ASD, determine the a…

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 = 4,000 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 5,500 lbPE = 6,500 lbQD = 3,000 lbQL = 2,000 lbQLr = 0 lbQS = 500 lbQR = 5,000 lbQW = 0 lbQE = 0 lbSpan:L = 10 ft Member size:4 x 6 Stress grade and species:No. 1 Douglas Fir-Larch Unbraced length:lu = L/2 = 5 ft Moisture content:MC > 19 percent