Ceiling Pr. 4-47: A suspended walkway is modeled as a rigid bar and supported by steel rods (E =30,000 ksi) as shown in Figure. The rods have a diameter of 2 in., and the nut has a contact area with...


Ceiling<br>Pr. 4-47: A suspended walkway is modeled as a rigid bar and<br>supported by steel rods (E =30,000 ksi) as shown in Figure. The<br>rods have a diameter of 2 in., and the nut has a contact area with<br>36 f<br>the bottom of the walkway is 4 in.2 The weight of the walk<br>length is w 725lb/ft. Determine (a) the axial stress in the steel<br>rods; (b) the average bearing stress between the nuts at A and D and<br>the walkway.<br>per<br>unit<br>20 ft<br>10<br>

Extracted text: Ceiling Pr. 4-47: A suspended walkway is modeled as a rigid bar and supported by steel rods (E =30,000 ksi) as shown in Figure. The rods have a diameter of 2 in., and the nut has a contact area with 36 f the bottom of the walkway is 4 in.2 The weight of the walk length is w 725lb/ft. Determine (a) the axial stress in the steel rods; (b) the average bearing stress between the nuts at A and D and the walkway. per unit 20 ft 10

Jun 10, 2022
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