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· Calculate, for the W24X103, the maximum shear stress. Identify the location along the beam where the maximum shear stress occurs. Since the W24X103 is a standard section, use the web area to calculate the shear stress Determine if the cross-section profile provided is acceptable by satisfying the following conditions: Amax = 1.5 inches, Oyield = 50 ksi, Tyield = 18 ksi and a factor of safety against yielding of 1.5 for both cases. A 10 ft 14 ft 15 ft 11 ft k P1=18 kip P₂-10 kip P3=1 kip w=0.2 kip/ft 50 ft Figure 1. Mechanical model of the beam B

· Calculate, for the W24X103, the maximum shear stress. Identify the location along the beam where the maximum shear stress occurs. Since the W24X103 is a standard section, use the web area to calculate the shear stress Determine if the cross-section profile provided is acceptable by satisfying the following conditions: Amax = 1.5 inches, Oyield = 50 ksi, Tyield = 18 ksi and a factor of safety against yielding of 1.5 for both cases. A 10 ft 14 ft 15 ft 11 ft k P1=18 kip P₂-10 kip P3=1 kip w=0.2 kip/ft 50 ft Figure 1. Mechanical model of the beam B

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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· Calculate, for the W24X103, the maximum shear stress. Identify the location along the beam where the maximum shear stress occurs. Since the W24X103 is a standard section, use the web area to calculate the shear stress Determine if the cross-section profile provided is acceptable by satisfying the following conditions: Amax = 1.5 inches, Oyield = 50 ksi, Tyield = 18 ksi and a factor of safety against yielding of 1.5 for both cases. A 10 ft 14 ft 15 ft 11 ft k P1=18 kip P₂-10 kip P3=1 kip w=0.2 kip/ft 50 ft Figure 1. Mechanical model of the beam B
Transcribed Image Text:· Calculate, for the W24X103, the maximum shear stress. Identify the location along the beam where the maximum shear stress occurs. Since the W24X103 is a standard section, use the web area to calculate the shear stress Determine if the cross-section profile provided is acceptable by satisfying the following conditions: Amax = 1.5 inches, Oyield = 50 ksi, Tyield = 18 ksi and a factor of safety against yielding of 1.5 for both cases. A 10 ft 14 ft 15 ft 11 ft k P1=18 kip P₂-10 kip P3=1 kip w=0.2 kip/ft 50 ft Figure 1. Mechanical model of the beam B
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