9-1 to 9-8. Using both LRFD and ASD, select the most economical sections, with F, = 50 ksi, unless otherwise specified, and assuming full lateral bracing for the compression flanges. Working or service loads are given for each case, and beam weights are not included. 9-1. FIGURE P9-1 28 ft Dan 1.50 k/ft L = 3.25 k/ft (Ans. W24 X 76 LRFD and ASD)
9-1 to 9-8. Using both LRFD and ASD, select the most economical sections, with F, = 50 ksi, unless otherwise specified, and assuming full lateral bracing for the compression flanges. Working or service loads are given for each case, and beam weights are not included. 9-1. FIGURE P9-1 28 ft Dan 1.50 k/ft L = 3.25 k/ft (Ans. W24 X 76 LRFD and ASD)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![9-1 to 9-8. Using both LRFD and ASD, select the most economical sections, with F,= 50 ksi,
unless otherwise specified, and assuming full lateral bracing for the compression
flanges. Working or service loads are given for each case, and beam weights are not
included.
9-1.
FIGURE P9-1
28 ft
D = 1.50 k/ft
L = 3.25 k/ft
(Ans. W24 x 76 LRFD and ASD)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3c9895c3-83f0-4114-b335-6af49360875d%2F5c3cde6d-49f3-4e11-b727-e2932b893b9f%2Fbqchid_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9-1 to 9-8. Using both LRFD and ASD, select the most economical sections, with F,= 50 ksi,
unless otherwise specified, and assuming full lateral bracing for the compression
flanges. Working or service loads are given for each case, and beam weights are not
included.
9-1.
FIGURE P9-1
28 ft
D = 1.50 k/ft
L = 3.25 k/ft
(Ans. W24 x 76 LRFD and ASD)
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