PLEASE SHOW WORK NEATLY. I NEED THIS TO STUDY. THANK YOU. SUBJECT IS "STEEL" The connection shown in Fig. 11-10 is made with -in. A325 bearing-typebolts in standard-size holes with the threads excluded from the shear planes.PL X 12= 110 kW14 x 38(Ag = 11.2 in.², d = 14.10 in.,tf=0.515 in., bf = 6.770 in.)2/2- 110= 110 kP = 220 kPL x 12/(a)Block shear areas1.635 in.220 k3.5 in.220 kவாளம்.1.635 in.1.5 in.-2 at 3 in.9 in.(b)1.5 in.The beam and gusset plates consist of A36 steel. Check the following items:(a) the tensile strengths of the W section and the gusset plates, (b) the strengthof the bolts in single shear and bearing, and (c) the block shear strength of theW section crosshatched areas shown in Fig. 11-10(b).

Step 1: Find standard data regarding steel and bolt section from codes. Step 2: Analyse complete…

Answered: The connection shown in Fig. 11-10 is…

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.6.2P

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