1.A W410 X 0.83 steel section is used in a10 m simple span. Determine the maximum allowable uniform load wthat the beam can carry if the allowable flexural stress is 165MPa, the allowable shear stress is 100 MPa, and the allowabledeflection is 1/360 of the span length.
2.A 150 X 360 rectangular Southern pinesection is used in a 3 m cantilever span. Compute the maximumdeflection and the maximum slope due to a uniform load of 15kN/m.