Question 9 You are designing a floor beam in an office building that must support a factored bending moment of My. Ed 308.4 kNm Assume that the beam is Section Class 1, fully restrained and has a yield strength of 355 N/mm2 Based on stress, what is the minimum plastic section modulus that should be chosen? Give your answer in cm3 and to the nearest whole number. Do not put units in the answer box.
Question 9 You are designing a floor beam in an office building that must support a factored bending moment of My. Ed 308.4 kNm Assume that the beam is Section Class 1, fully restrained and has a yield strength of 355 N/mm2 Based on stress, what is the minimum plastic section modulus that should be chosen? Give your answer in cm3 and to the nearest whole number. Do not put units in the answer box.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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