Use AISC book 13th episode. (3decimals) PLEASEEE. NEED IN 3 HOURS ASAP (a) Check if the given connection follows the code provisions on spacing and edge distancelimits.(b) Determine the maximum allowable service tensile load that the member is allowed tocarry. Consider all applicable limit states for tension member and connection. Consideronly block shear and bearing limit state for gusset plate. Use ASD specifications. Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50ksi; Fy = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36steel (F, = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307bolts. The bolted connection is bearing-type.2" 3"| 3" | 3"2"o o o2"C8 X 18.75– t = 3/8"

Answered: Image /qna-images/answer/01ab0226-3719-40ea-a96a-89ac5eda7d9c.jpg

Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fy = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36 steel (Fy = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307 bolts. The bolted connection is bearing-type.

Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fy = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36 steel (Fy = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307 bolts. The bolted connection is bearing-type.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.3P

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