- 2 A Beam Is Formed By Bolting Together Two W200x100 Sections As Shown The Figure It Is Used To Support A Uniformly Dis 1 (95.22 KiB) Viewed 43 times
2. A beam is formed by bolting together two W200x100 sections as shown the figure. It is used to support a uniformly distributed load of 30 kN/m (including the weight of the beam) on a simply supported span of 10 m. Compute the maximum flexural stress and the pitch between bolts that have shearing strength of 30 kN. ΝΑ Properties of W200 - 100 A-12 700 mm 23.7 mm d-229 mm 1.-113 x 10 mm 3. What is the maximum shearing stress of the beam having a thin-walled tubular (circular) section? 4. Select a wide-flange beam to support the 15-kip load as shown in the figure. The allowable normal stress for the steel used is 24 ksi. WPU-QSF-ACAD-82A Rev. 00 (09.15.20) 61 15 kips Shape 5. In W21 44 81.6 W18 X 50 88.9 W16 X 40 64,7 W14 X 43 62.6 W12 x 50 64.2 WID X 54 60.0 8 ft