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A W24x104 is used as a bending member in support of two factored point loads, as shown marks. Is the beam adequate for the given loads and support conditions? The AISC Specification steel is A572 Gr. 65. Lateral support is provided at the pin and roller supports, as indicated by the 'X' equations should be used to calculate the capacity. You may neglect checks for shear, deflection, web crippling, and web yielding, but all applicable flexural limits states should be checked. You may ignore beam self-weight. 200 k 100 k

A W24x104 is used as a bending member in support of two factored point loads, as shown marks. Is the beam adequate for the given loads and support conditions? The AISC Specification steel is A572 Gr. 65. Lateral support is provided at the pin and roller supports, as indicated by the 'X' equations should be used to calculate the capacity. You may neglect checks for shear, deflection, web crippling, and web yielding, but all applicable flexural limits states should be checked. You may ignore beam self-weight. 200 k 100 k

Structural Analysis
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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A W24x104 is used as a bending member in support of two factored point loads, as shown below. marks. Is the beam adequate for the given loads and support conditions? The AISC Specification steel is A572 Gr. 65. Lateral support is provided at the pin and roller supports, as indicated by the 'X' equations should be used to calculate the capacity. You may neglect checks for shear, deflection, web crippling, and web yielding, but all applicable flexural limits states should be checked. You may ignore beam self-weight. 8' 200 k 12' 8' 100 k
Transcribed Image Text:A W24x104 is used as a bending member in support of two factored point loads, as shown below. marks. Is the beam adequate for the given loads and support conditions? The AISC Specification steel is A572 Gr. 65. Lateral support is provided at the pin and roller supports, as indicated by the 'X' equations should be used to calculate the capacity. You may neglect checks for shear, deflection, web crippling, and web yielding, but all applicable flexural limits states should be checked. You may ignore beam self-weight. 8' 200 k 12' 8' 100 k
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