An angle bar 100x100x11 mm tension member is connected with 20-mm-diameterbolts as shown in the figure. Both legs of the angles are connected. Use F, = 248MPa and F, = 400 MPa.0 o o o1.Determine the nominal strength for tensile yielding in the gross section.B. 429.67 KND.390.10 KNA. 515.59 kNC. 545.60 kNDetermine the effective net area of member.A. 1,573 mmC. 1,605 mmDetermine the nominal strength for tensile rupture in the net area.A. 642 kNC. 554 kN2.B. 1,632 mmD.1815 mm3.B. 730 kND.650 kN

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Determine the nominal strength for tensile yielding in the gross section. 1. B. 429.67 KN D.390.10 kN A. 515.59 kN C. 545.60 kN Determine the effective net area of member. A. 1,573 mm C. 1,605 mm Determine the nominal strength for tensile rupture in the net area. A. 642 kN C. 554 kN 2. B. 1,632 mm D.1,8I5 mm 3. B. 730 kN D.650 kN

Determine the nominal strength for tensile yielding in the gross section. 1. B. 429.67 KN D.390.10 kN A. 515.59 kN C. 545.60 kN Determine the effective net area of member. A. 1,573 mm C. 1,605 mm Determine the nominal strength for tensile rupture in the net area. A. 642 kN C. 554 kN 2. B. 1,632 mm D.1,8I5 mm 3. B. 730 kN D.650 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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