Using W760X134 as the section for the beam, determine the value (kN) of the nominal collapse load P₁. Assume full lateral support. L = 3.048 m F, = 345 MPa Note: Neglect the self-weight of the beam. | Pa L + L + L

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.