1½" 3"<3"→ -1½" 2" С7x 12.2 O O 2" t = ½"

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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In the connection shown in the figure, ASTM A572 Grade 50 steel is used for the tension member, A36 steel is used for the gusset plate, and the holes are ¾-inch-bolts.

a. What is the maximum factored load that can be applied if LRFD is used? Consider all limit states.

b. What is the maximum service load that can be applied if ASD is used? Consider all limit states.

12"
3"+3"→
– 1½"
2"
C7 x 12.2
2"
t = ½"
O O
Transcribed Image Text:12" 3"+3"→ – 1½" 2" C7 x 12.2 2" t = ½" O O
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