The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 이하 10304030의 O O +|2|in|me|| 00 O O O

The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 이하 10304030의 O O +|2|in|me|| 00 O O O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

The tension member shown in Figure 3.4-2 is a
PL 5/8 x 10, and the steel is A36. The bolts are
7/8-inch in diameter.
a. Determine the design strength for LRFD.
b. Determine the allowable strength for ASD.
| 2"
+|+|
in seinefrinehich
9
оо
SO

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Step 1: Given Data

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Step 2: Determine net area

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Step 3: Determine the design strength for LFRD and allowable strength of for ASD

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