A 5¹8 x 15 DF axial combination 5 glulam is used as the tension member in a large roof truss. A single row of 1-in. diameter bolts occurs at the net section of the member. Loads are a combination of dead and snow (ASD: D + S; LRFD: 1.2D + 1.6S). Joints are assumed to be pin-connected. MC = 10 percent. C₁ = 1.0. Find: a. The maximum axial tension load using ASD. b. Repeat part a except that the MC = 15 percent. c. Repeat part a except that the MC = 18 percent. d. Repeat part a except that the member is a bending combination 24 F-V8 DF glulam. e. The factored axial tension capacity using LRFD. f. Repeat part e except that the MC = 15 percent. g. Repeat part e except that the MC = 18 percent. h. Repeat part e except that the member is a bending combination 24F-V8 DF glulam.

A 5¹8 x 15 DF axial combination 5 glulam is used as the tension member in a large roof truss. A single row of 1-in. diameter bolts occurs at the net section of the member. Loads are a combination of dead and snow (ASD: D + S; LRFD: 1.2D + 1.6S). Joints are assumed to be pin-connected. MC = 10 percent. C₁ = 1.0. Find: a. The maximum axial tension load using ASD. b. Repeat part a except that the MC = 15 percent. c. Repeat part a except that the MC = 18 percent. d. Repeat part a except that the member is a bending combination 24 F-V8 DF glulam. e. The factored axial tension capacity using LRFD. f. Repeat part e except that the MC = 15 percent. g. Repeat part e except that the MC = 18 percent. h. Repeat part e except that the member is a bending combination 24F-V8 DF glulam.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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