A C8 × 11.5 is connected to a gusset plale with 22 mm diameter bolts as shown. The steel is A572 Grade 50. If themember is subjected to dead load and live load only, what is the total scrvice load capacity if the live-to-dead loadratio is 3? Assume that Ae = 0.85Ap.a. Use LRFD.b. Use ASD.Properties of A572 Grade 50:Fy = 345 MPaC8 × 11.5Fu = 448 MPaProperties of C8 x 11.5:Ag = 2,181 mm?br = 57.4 mmd= 203.2 mmLw = 5.6 mmlf = 9.9 mm

Given:- A C8×11.5 is connected to a gusset plate The diameter of the bolts = 22 mm The steel grade…

A C8 × 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572 Grade 50. If the member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead load ratio is 3? Assume that Ae = 0.85An. a. Use LRFD. b. Use ASD. Properties of A572 Grade 50: Fy = 345 MPa Fu = 448 MPa C8 × 11.5 Properties of C8 x 11.5: Ag = 2,181 mm? br = 57.4 mm d = 203.2 mm Lw = 5.6 mm l = 9.9 mm

A C8 × 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572 Grade 50. If the member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead load ratio is 3? Assume that Ae = 0.85An. a. Use LRFD. b. Use ASD. Properties of A572 Grade 50: Fy = 345 MPa Fu = 448 MPa C8 × 11.5 Properties of C8 x 11.5: Ag = 2,181 mm? br = 57.4 mm d = 203.2 mm Lw = 5.6 mm l = 9.9 mm

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 3.3.4P

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