W24 X 62 consisting of 50 ksi steel and 9 m long is loaded with PL = 140 kN each at the third points, wL=40kN/m and wD = 25 kN/m including its own weight. Lateral
W24 X 62 consisting of 50 ksi steel and 9 m long is loaded with PL = 140 kN each at the third points, wL=40kN/m and wD = 25 kN/m including its own weight. Lateral
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported beam is made of W24 X 62 consisting of 50 ksi steel and 9 m long is loaded with PL = 140 kN each at the third points, wL=40kN/m and wD = 25 kN/m including its own weight. Lateral supports are provided at ends and at point loads only. Determine if thebeamhassufficient shear capacity. Check the beam for Local Web Yielding and Web Crippling considering lb = 100 mm at concentrated loads andlb =120mm at supports. Design a bearing plate for the beam. The maximum length of the end bearing perpendicular to the concrete wall withfc’ =20.7MPa is the full wall thickness of 150 mm. Assume Cb = 1.0 and use LRFD method only.
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