b. Determine the deflection at point C. Use E = 200Gpa and couple moment at c as 500 N.m. A В C 500 IAB = 8(10°) mm* IBc= 4(10°) mm“ %3D %3D 4 m 3 m Please use virtual work method

Q: kip-ft /EI. The maximum deflection is mostly near O A. 2389 O B. 3755 OC. 10500 O D.7833

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Q: 12 k/ft - 4 ft 4 ft L=8ft El=Constant E= 29,000 ksi

A: Given data  UDL Span length  Elastic modulus   Cantilevered beam

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Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.