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
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
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3428fd07-77d5-41ce-b3b2-85913bc4a35e%2F6b03b8f9-0010-4c50-9af4-1dbb44c16879%2Fnh0iic9_processed.jpeg&w=3840&q=75)
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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