A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 1.7 m, LBC = 3.4 m, and LCD = 1.7 m. Consider the entire 6.8 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). A В LAB LBC LCD WT305 x 41 Answer: (a) OmaxT = MPa (b) Ơmax,C = MPa

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 1.7 m, LBC = 3.4 m, and LCD = 1.7 m.
Consider the entire 6.8 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).
A
В
LAB
LBC
LCD
WT305 x 41
Answer:
(a) OmaxT =
MPa
(b) Ơmax,C =
MPa
Transcribed Image Text:A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 1.7 m, LBC = 3.4 m, and LCD = 1.7 m. Consider the entire 6.8 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). A В LAB LBC LCD WT305 x 41 Answer: (a) OmaxT = MPa (b) Ơmax,C = MPa
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