-PL × 12 Pu W10 x 45 Pu `PLx 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The tension member ( Fy = 50 ksi and Fu = 65 ksi) of Example 3-6 is assumed to be connected at its ends with two 3/8 x 12-in plates, as shown in Fig. 3.15. If two lines of 3/4-in bolts are used in each plate, determine the LRFD design tensile force and the ASD allowable tensile force that the two plates can transfer.
Transcribed Image Text:-PL × 12
Pu
W10 x 45
Pu
`PLx 12
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