1,115 kN 325 kN.m Determine whether the given member satisfies the appropriate NSCP interaction equation. Do not consider moment amplification. The loads are 50% dead load and 50% live load. Bending is about the x-axis, and the steel is ASTM A992, F, = 345 mPa. Member is laterally braced only at the ends and K, = 1.0. Use NSCP 2015. W310x158 4.4m Kx = K, = 1.0 а. LRFD. 325 kN.m b. ASD. 1,115 kN wt A tw rx ly Sy ry Zx Z, Cw SECTION kN/m mm? mm mm mm mm 4 mm 3 mm mm mm mm' mm mm mm mm mm W310x158 1.55 20100 327 15.5 310 25.1 386 2360 139 125 806 78.9 2670 1220 3780 2850

1,115 kN 325 kN.m Determine whether the given member satisfies the appropriate NSCP interaction equation. Do not consider moment amplification. The loads are 50% dead load and 50% live load. Bending is about the x-axis, and the steel is ASTM A992, F, = 345 mPa. Member is laterally braced only at the ends and K, = 1.0. Use NSCP 2015. W310x158 4.4m Kx = K, = 1.0 а. LRFD. 325 kN.m b. ASD. 1,115 kN wt A tw rx ly Sy ry Zx Z, Cw SECTION kN/m mm? mm mm mm mm 4 mm 3 mm mm mm mm' mm mm mm mm mm W310x158 1.55 20100 327 15.5 310 25.1 386 2360 139 125 806 78.9 2670 1220 3780 2850

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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