A WT305 × 41 standard steel shape is used to support the loads shown. Assume w = 48 kN/m, LAB = 1.6 m, LBC = 3.2 m, and LCD = 1.6 m. Consider the entire 6.4 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). (c) Calculate the reaction forces at B and E. Forces are positive upwards
A WT305 × 41 standard steel shape is used to support the loads shown. Assume w = 48 kN/m, LAB = 1.6 m, LBC = 3.2 m, and LCD = 1.6 m. Consider the entire 6.4 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). (c) Calculate the reaction forces at B and E. Forces are positive upwards
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A WT305 × 41 standard steel shape is used to support the loads shown. Assume w = 48 kN/m, LAB = 1.6 m, LBC = 3.2 m, and LCD = 1.6 m. Consider the entire 6.4 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).
(c) Calculate the reaction forces at B and E. Forces are positive upwards.
Transcribed Image Text:A|
C
LAB
LBC
LCD
WT305 x 41
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