AWT305 x 41 standard steel shape is used to support the loads shown. Assume w-42 kN/m, LAB-1.3 m, Lec-2.6 m, and LcD = 1.3 m. Consider the entire 5.2 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 Answer: (a) Omax.T (b) Omax.C = B W LBC MPa MPa LCD D Z + WT305 x 41

AWT305 x 41 standard steel shape is used to support the loads shown. Assume w-42 kN/m, LAB-1.3 m, Lec-2.6 m, and LcD = 1.3 m. Consider the entire 5.2 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 Answer: (a) Omax.T (b) Omax.C = B W LBC MPa MPa LCD D Z + WT305 x 41

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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