504.2 Tensile Strength The design tensile strength, $¿Pn and the allowable tensile strength, Pn/l4, of tension members, shall be the lower value obtained according to the limit states of tensile yielding in the gross section and tensile rupture in the net section. 1. For tensile yielding in the gross section: Pn = FyAg (504.2-1) Pi = 0.90 (LRFD) N, = 1. 67 (ASD) 2. For tensile rupture in the net section: P, = FuAe (504.2-2) P: = 0.75 (LRFD) 1, = 2.00 (ASD) An angle bar 100x100x11 mm tension member is connected with 20-mm-diameter bolts as shown in the figure. Both legs of the angles are connected. Use Fy = 248 MPa and Fu = 400 MPa. 63.5 mm - 6 @ 50 m 63.5 mm 1. Determine the nominal strength for tensile yielding in the gross section. A. 515.59 kN B. 429.67 kN C. 545.60 kN D.390.10 kN 2. Determine the effective net area of member. B. 1,632 mm D.1,815 mm? A. 1,573 mm? C. 1,605 mm? 3. Determine the nominal strength for tensile rupture in the net area. A. 642 kN B. 730 kN C. 554 kN D.650 kN
504.2 Tensile Strength The design tensile strength, $¿Pn and the allowable tensile strength, Pn/l4, of tension members, shall be the lower value obtained according to the limit states of tensile yielding in the gross section and tensile rupture in the net section. 1. For tensile yielding in the gross section: Pn = FyAg (504.2-1) Pi = 0.90 (LRFD) N, = 1. 67 (ASD) 2. For tensile rupture in the net section: P, = FuAe (504.2-2) P: = 0.75 (LRFD) 1, = 2.00 (ASD) An angle bar 100x100x11 mm tension member is connected with 20-mm-diameter bolts as shown in the figure. Both legs of the angles are connected. Use Fy = 248 MPa and Fu = 400 MPa. 63.5 mm - 6 @ 50 m 63.5 mm 1. Determine the nominal strength for tensile yielding in the gross section. A. 515.59 kN B. 429.67 kN C. 545.60 kN D.390.10 kN 2. Determine the effective net area of member. B. 1,632 mm D.1,815 mm? A. 1,573 mm? C. 1,605 mm? 3. Determine the nominal strength for tensile rupture in the net area. A. 642 kN B. 730 kN C. 554 kN D.650 kN
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....
Related questions
Question
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 1 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning