You are designing a floor beam in an office building that must support a factored bending moment of M, Ed = 602.1 kNmAssume that the beam is Section Class 1, fully restrained and has a yield strength of 355 N/mm2Based on stress, what is the minimum plastic section modulus that should be chosen?Give your answer in cm and to the nearest whole number. Do not put units in the answer box.

We have to find minimum plastic section modulus:-

You are designing a floor beam in an office building that must support a factored bending moment of M, Ed = 602.1 kNm Assume that the beam is Section Class 1, fully restrained and has a yield strength of 355 N/mm? Based on stress, what is the minimum plastic section modulus that should be chosen? Give your answer in cm and to the nearest whole number. Do not put units in the answer box.

You are designing a floor beam in an office building that must support a factored bending moment of M, Ed = 602.1 kNm Assume that the beam is Section Class 1, fully restrained and has a yield strength of 355 N/mm? Based on stress, what is the minimum plastic section modulus that should be chosen? Give your answer in cm and to the nearest whole number. Do not put units in the answer box.

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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