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 andFu=58 ksi. The gross area of C6x13 is 3.81 in2 and Assume U =0.85Using LRFD what is the design strength based on Tensile Rupture/Fracture4 @ 2"...a1 1/2Ob3"Oc1 1/2 "d eC6 x 13Round your answer to 3 decimal places.

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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 " I d e Со х 13

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 " I d e Со х 13

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.3P

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