Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. <=0.7 = 3.8 Z=1/2 1½" x" bolts- 1½" Gusset plate -L3 X 3 XZ -Tu

Structural Analysis
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Chapter2: Loads On Structures
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Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel.
X = 0.7
Y = 3.8
Z=1/2
Round your answer to 2 decimal places.
x" bolts
1½"
O
Gusset
plate
L3 x 3 xz
Tu
Transcribed Image Text:Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. X = 0.7 Y = 3.8 Z=1/2 Round your answer to 2 decimal places. x" bolts 1½" O Gusset plate L3 x 3 xz Tu
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