I need hand written solution only The design shear resistance, VplRd of a fully restrained simply supported Universal Beam with yieldstrength 345 N/mm2 is 1,390 kNA point load of magnitude 1,949 kN is applied at the beam's mid-spanThe area of the web of the beam is Aw = 4,880 mm?The plastic modulus is Wply = 2,787 cm3The thickness of the beam web is tw = 14.9 mmFind the reduced design moment of resistance of the beam MC.Rd (use the formula for l-cross-sections withequal 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 moment capacity is generally referred to as the maximum moment carrying capacity for the…

The design shear resistance, VolRd of a fully restrained simply supported Universal Beam with yield strength 345 N/mm2 is 1,390 kN A point load of magnitude 1,949 kN is applied at the beam's mid-span The area of the web of the beam is Aw = 4,880 mm2 %3D The plastic modulus is Wply 2,787 cm3 The thickness of the beam web is tw = 14.9 mm Find the reduced design moment of resistance of the beam Ma (use the formula for l-cross-sections wit

The design shear resistance, VolRd of a fully restrained simply supported Universal Beam with yield strength 345 N/mm2 is 1,390 kN A point load of magnitude 1,949 kN is applied at the beam's mid-span The area of the web of the beam is Aw = 4,880 mm2 %3D The plastic modulus is Wply 2,787 cm3 The thickness of the beam web is tw = 14.9 mm Find the reduced design moment of resistance of the beam Ma (use the formula for l-cross-sections wit

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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