Chapter 7, Problem 71P

Draw the shear and moment diagrams for the beam using graphic method. 2 kip/ft 30 kip-ft 5 ft -5 ft 5 ft

The beam is supported by a roller at B and a pin at C and is subjected to the distributed load shown with intensity w = 140 N/m. The maximum positive and negative internal bending moments are critical factors in the design of the beam material and geometry. On your written homework draw a full free body diagram of the beam including all reaction forces. Directly under the free body diagram, draw a shear and bending moment diagram. Using your diagranms, determine the largest positive and negative internal bending moments that occur in the beam and the points along the length where each occurs. Take r = 0 to be at point A at the left edge of the beam. В -b- Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 2.60 m 3.77 m The maximum negative internal bending moment is N-m and occurs at a = m to the right of A. The maximum positive internal bending moment is N-m and occurs at x = m to the right of A.

the compound beam in the attachnent is fixed at A, pin connected at B, and supported by a roller at C. part A.  draw the shear diagram for the beam. part B.  draw the moment for the beam.

Construct the load, shear, and moment diagrams for the following beam conditions using the semigraphical approach 4K W=24/FT.

Problem 1: Draw the shear force and bending moment diagrams for the beam. 600 lb/ft 3 ft- 600 lb/ft -3ft--

Show the moment and shear diagram.

Draw the shear and moment diagrams for the overhang beam

PROBLEM 2 Draw the shear force and bending moment diagrams of the cantilever beam shown using METHOD OF SECTIONS. Determine the maximum shear force and maximum bending moment. 15 kN/m 6 m 150 kN m B 50 kN 3 m- C -3 m D

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