The design shear resistance, Vpl.Rd of a fully restrained simply supported Universal Beam with yield strength 345 N/mm2 is 1,285 kN A point load of magnitude 1,906 kN is applied at the beam's mid-span The area of the web of the beam is Aw = 5,505 mm² The plastic modulus is Wpl.y = 2,979 cm³ The thickness of the beam web is tw = 12.6 mm Find the reduced design moment of resistance of the beam Mc,Rd (use the formula for l-cross-sections with equal flanges and bending about the major axis) Give your answer in kNm to the nearest whole number. Do not include units in your answer.

The design shear resistance, Vpl.Rd of a fully restrained simply supported Universal Beam with yield strength 345 N/mm2 is 1,285 kN A point load of magnitude 1,906 kN is applied at the beam's mid-span The area of the web of the beam is Aw = 5,505 mm² The plastic modulus is Wpl.y = 2,979 cm³ The thickness of the beam web is tw = 12.6 mm Find the reduced design moment of resistance of the beam Mc,Rd (use the formula for l-cross-sections with equal flanges and bending about the major axis) Give your answer in kNm to the nearest whole number. Do not include units in your answer.

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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