The design shear resistance, Vpl Rd 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 Ay = 4,880 mm? The plastic modulus is Wply 2,787 cm3

Structural Analysis
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Chapter2: Loads On Structures
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The design shear resistance, VplRd 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 mm?
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 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.
Transcribed Image Text:The design shear resistance, VplRd 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 mm? 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 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.
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