2. What is the maximum bending moment that can be applied to the section without causing tension at the soffit of the beam? If the effective stress in the wires is 600 N/mm2. For a rectangular beam of width 275 mm and depth 550 mm, is pre-stressed by means of ten 14 mm diameter high tensile steel wires located 150 mm from the soffit of the beam. 5:17 PM
2. What is the maximum bending moment that can be applied to the section without causing tension at the soffit of the beam? If the effective stress in the wires is 600 N/mm2. For a rectangular beam of width 275 mm and depth 550 mm, is pre-stressed by means of ten 14 mm diameter high tensile steel wires located 150 mm from the soffit of the beam. 5:17 PM
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. What is the maximum bending moment that can be applied to the section
without causing tension at the soffit of the beam? If the effective stress in the
wires is 600 N/mm2. For a rectangular beam of width 275 mm and depth 550
mm, is pre-stressed by means of ten 14 mm diameter high tensile steel wires
located 150 mm from the soffit of the beam.
5:17 PM](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6aa2d3e3-f19b-40eb-8186-70e0f62ad82b%2F52c9b7ee-b0e5-47a8-93d2-85bd6722ad31%2Fos90qm_processed.png&w=3840&q=75)
Transcribed Image Text:2. What is the maximum bending moment that can be applied to the section
without causing tension at the soffit of the beam? If the effective stress in the
wires is 600 N/mm2. For a rectangular beam of width 275 mm and depth 550
mm, is pre-stressed by means of ten 14 mm diameter high tensile steel wires
located 150 mm from the soffit of the beam.
5:17 PM
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