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
Section: Chapter Questions
Problem 1P
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