A WT6X26.5, A992 steel, attached through the flange with 1-in Ø bolts as shown. WT6 × 26.5 5 in 1 in Ø bolts 2 in 3 in 3 in feste afe->|
A WT6X26.5, A992 steel, attached through the flange with 1-in Ø bolts as shown. WT6 × 26.5 5 in 1 in Ø bolts 2 in 3 in 3 in feste afe->|
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the LRFD design strength and the ASD allowable strength sections given, including block shear.
Transcribed Image Text:A WT6X26.5, A992 steel, attached through the flange with 1-in Ø bolts as shown.
WT6 x 26.5
5 in
1 in Ø bolts
2 in 3 in 3 in
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