A 1. Derive equations for shear and bending moment with respect to length along the beam, and draw the shear and moment diagrams for the beam. BO 30 lb/ft 180 lb-ft 9 ft. + 4.5 ft

Determine the bending moment M in the beam at the point located 1.32 m to the left of point C. The ground reactions and shear-force diagram are shown. 2.0 kN/m 5.0 kN/m 3m 5m 4.70 kN 14.30 kN 10.70 6.00 OxS.14 -14.30 O 13.34 kN-m O 18.53 kN-m O 9.14 kN-m O 14.52 kN-m O 12.14 kN-m

1. Draw the shear force and bending moment diagrams for beam AB and determine the values absolute maximums of shear force and bending moment. The figure is in the attached image

B4

Draw the shear-force and bending-moment diagrams for the cantilever beam shown. Determine the maximum shear and bending moment that occur in the span. 1 60 kN/m 140 kN-m 50 KN

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Draw the shear and moment diagrams for the loaded beam. Then answer the questions. The distance x is measured from point A to the right. 280 Ib/ft A B 4.9' 4.9' 4.9' Questions: Atx = 2.6 ft, V= i Ib, M = i Ib-ft Atx = 8.4 ft, V = i Ib, M = Ib-ft At x = 11.4 ft, V= i Ib, M = Ib-ft

Please show the complete solution. Thankss

Draw the shear and moment diagrams for the loaded beam. Then answer the questions. The distance x is measured from the left end of the beam to the right. 1.0 P/L P Questons: At x = 0.50L, V= i P, M = PL At x = 1.51L, V = i P, M = i PL At x = 2.72L, V = i P, M = i PL The maximum (absolute value) bending moment in the beam is i PL

Draw the shear and moment diagram of the following problems. Find the maximum shear and maximum moment based on the diagram. 1. 500 kN 50 kN 500 kN/m A D. B C, - 8 m -7 m 5 m