3.5-1 Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM A572 Grade 50 steel is used. The bolts are 1" inch in diameter. L4 x 4 X 1/2" 2'4" -O---O 1/2" FIGURE P3.5-1

Structural Analysis
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Chapter2: Loads On Structures
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3. Segui Text Problem 3.5-1 (Modified)
Compute the nominal block shear strength of the tension member shown in
Figure P3.5-1. ASTM A572 Grade 50 steel is used. The bolts are 1" inch
3.5-1
in diameter.
L4 X 4 X 1/2"
2'4"
--
1½2"
3"
1/2"
FIGURE P3.5-1
Transcribed Image Text:3. Segui Text Problem 3.5-1 (Modified) Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM A572 Grade 50 steel is used. The bolts are 1" inch 3.5-1 in diameter. L4 X 4 X 1/2" 2'4" -- 1½2" 3" 1/2" FIGURE P3.5-1
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