please solve 1.3 1. A double-channel shape, 2C8 18.75, is used as atension member. The channels are bolted to a 3/8-inchgusset plate with 7/8-inch diameter bolts. The tensionmember is A572 Grade 50 steel and the gusset plate isA36. If LRFD is used, determine the following:1.1) The design strength based on yielding isA) 248.0 kipsB) 275.56 kipsC) 496.0 kipsD) 551.11 kips1.2) The effective net area isA) 5.510 inB) 4.536 inC) 4.536 inD) 4.109 in1.3) The design strength based on fracture isA) 200.31 kipsB) 240.38 kipsC) 400.62 kipsD) 412.00 kips1.4) The design block shear strength isA) 234.900 kipsB) 176.175 kipsC) 211.050 kipsD) 158.288 kips1.5) For the tension member shown in Fig. what is thetensile design strength?A) 144.00 kipsB) 129.60 kipsC) 151.40 kipsD) 201.87 kips22rrrd-O-OO12O-1-WoldSC-1875PLSXEA36 stel

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Answered: 1.3) The design strength based on…

Engineering

Civil Engineering

1.3) The design strength based on fracture is A) 200.31 kips B) 240.38 kips C) 400.62 kips D) 412.00 kips

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 3.4.5P

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