Give me right solution according to the question. Urgent please A tension member with Pu=225 k is to consist of a pair of angles with a 3/8-in gusset plate between the angles at each joint.Use A36 steel and assume two lines of three 3/4-in bolts in each vertical angle leg, 4 in on center. Consider only the anglesshown in the double-angle tables of the AISC Manual. The member is assumed to be 12 ft long. Do not consider block shear.The lightest section for this member is:O a. 2L6 x 4x 1/2O b. 2L7X 4 x 3/8O c. 2L5 x 3 x 1/4O d. 2L8 x 6 x 9/16

Question is based on the tension member consist of pair of angle . Load on the member and thickness…

A tension member with Pu3225 k is to consist of a pair of angles with a 3/8-in gusset plate between the angles at each joint. Use A36 steel and assume two lines of three 3/4-in o bolts in each vertical angle leg, 4 in on center. Consider only the angles shown in the double-angle tables of the AISC Manual. The member is assumed to be 12 ft long. Do not consider block shear. The lightest section for this member is:

A tension member with Pu3225 k is to consist of a pair of angles with a 3/8-in gusset plate between the angles at each joint. Use A36 steel and assume two lines of three 3/4-in o bolts in each vertical angle leg, 4 in on center. Consider only the angles shown in the double-angle tables of the AISC Manual. The member is assumed to be 12 ft long. Do not consider block shear. The lightest section for this member is:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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