Figure 3 shows a simply supported beam with a uniformiy distributed load. Use Macoulay's method to...

 

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Figure 3 shows a simply supported beam with a uniformiy distributed load. Use Macoulay's method to derive the deflection equation. Calculate the deflection at mid-span. The fexuru stiffness is 1.8MNM. 5 KN 2 kN 1.5 m 1 m 2.5 ml 1.5 KN/m TZZZZ Ri R2 Figure 3X Figure 3 shows a simply supported beam with a uniformiy distributed load. Use Macoulay's method to derive the deflection equation. Calculate the deflection at mid-span. The fexuru stiffness is 1.8MNM. 5 KN 2 kN 1.5 m 1 m 2.5 ml 1.5 KN/m TZZZZ Ri R2 Figure 3X

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2 KN 5KN t5m 1 m 2m I5 KNm A 5 m AB R2 Taven Span 5m D5 X 10 mm 3D 3D Load ... View the full answer