A) Determine the shape factor and the Fully Plastic Moment (Mp) for the shaded symmetrical hollow rectangular beam section shown below. Assume the yield stress Oy =275 N/mm². 3) If two plates of width 250 mm and thickness equal to 't' mm is connected (fabricated) at top and bottom (one plate on each side) for the given section, then what is the improvement in the fully plastic moment(Mp) of the section. C) If this revised fabricated section is now rotated by 90 degrees, what is its effect on
A) Determine the shape factor and the Fully Plastic Moment (Mp) for the shaded symmetrical hollow rectangular beam section shown below. Assume the yield stress Oy =275 N/mm². 3) If two plates of width 250 mm and thickness equal to 't' mm is connected (fabricated) at top and bottom (one plate on each side) for the given section, then what is the improvement in the fully plastic moment(Mp) of the section. C) If this revised fabricated section is now rotated by 90 degrees, what is its effect on
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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