A Channel C6x13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using A36 steel with Fy=36 ksi and Fu=58 ksi. The gross area of C6x13 is 3.81 in2 and Assume U =0.85 Using LRFD what is the design strength based on Tensile Rupture/Fracture

Structural Analysis
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Chapter2: Loads On Structures
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A Channel C6x13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using A36 steel with Fy=36 ksi and
Fu=58 ksi. The gross area of C6x13 is 3.81 in2 and Assume U =0.85
Using LRFD what is the design strength based on Tensile Rupture/Fracture
4 @ 2"
...
a
1 1/2
Ob
3"
Oc
1 1/2 "
d e
C6 x 13
Round your answer to 3 decimal places.
Transcribed Image Text:A Channel C6x13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using A36 steel with Fy=36 ksi and Fu=58 ksi. The gross area of C6x13 is 3.81 in2 and Assume U =0.85 Using LRFD what is the design strength based on Tensile Rupture/Fracture 4 @ 2" ... a 1 1/2 Ob 3" Oc 1 1/2 " d e C6 x 13 Round your answer to 3 decimal places.
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