Steel plates A PL % x 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that Ae = An and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. PL ¾ x 7

Structural Analysis
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Chapter2: Loads On Structures
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Steel plates
A PL % x 7 tension member is connected with
three 1-inch-diameter bolts, as shown in
Figure P3.2-1. The steel is A36. Assume that Ae
= An and compute the following.
a. The design strength for LRFD.
b. The allowable strength for ASD.
ooo
PL ½ x 7
Transcribed Image Text:Steel plates A PL % x 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that Ae = An and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. ooo PL ½ x 7
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