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AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 46 kN/m, LAB = 1.8 m, Lec = 3.6 m, and LcD = 1.8 m. Consider the entire 7.2 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). LAB LBC LCD WT305 x 41

AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 46 kN/m, LAB = 1.8 m, Lec = 3.6 m, and LcD = 1.8 m. Consider the entire 7.2 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). LAB LBC LCD WT305 x 41

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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AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 46 kN/m, LAB = 1.8 m, Lec = 3.6 m, and LcD = 1.8 m. Consider the entire 7.2 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). B LAB LBC LCD WT305 x 41 Answer: MPa (a) OmaxT= MPa (b) ơmaxc=
Transcribed Image Text:AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 46 kN/m, LAB = 1.8 m, Lec = 3.6 m, and LcD = 1.8 m. Consider the entire 7.2 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). B LAB LBC LCD WT305 x 41 Answer: MPa (a) OmaxT= MPa (b) ơmaxc=
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