SOLVED: Using Macaulay's method, establish the deflection equation for the beam as shown in Figure 1.As shown in Figure 1, a square beam 300 mm x 300 mm AD, 12 m length, is simply supported at its ends and carries a total UDL of 10 kN/m between BD and a concentrated load of 30 kN at B. A counterclockwise moment of 100 kNm is applied to the beam at C. For the beam, take E = 200 GPa. Neglect the weight of the beam.100 kNm10 kN/mBC30 kNRajah 1 Figure 13 m3 m6 m
SOLVED: Using Macaulay's method, establish the deflection equation for the beam as shown in Figure 1.As shown in Figure 1, a square beam 300 mm x 300 mm AD, 12 m length, is simply supported at its ends and carries a total UDL of 10 kN/m between BD and a concentrated load of 30 kN at B. A counterclockwise moment of 100 kNm is applied to the beam at C. For the beam, take E = 200 GPa. Neglect the weight of the beam.100 kNm10 kN/mBC30 kNRajah 1 Figure 13 m3 m6 m
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