PLEASE ANSWER !!! I am so confused
a) By taking FBDs of AB & BC, separately, derive the shear and
bending moment equations for AB, BD and DC using X, X1
and, X2 for the sections.
b) Draw the shear and bending moment diagrams for the entire
beam.
PLEASE ANSWER !!! I am so confused a) By taking FBDs of AB & BC, separately,...
PLEASE ANSWER !!! I am so confused
a) By taking FBDs of AB & BC, separately, derive the shear and
bending moment equations for AB, BD and DC using X, X1
and, X2 for the sections.
b) Draw the shear and bending moment diagrams for the entire
beam.
80 Lb 3000 Lb ーヤ2,000 Lb Fxed Ed ㄧㄧㄨ 15 5
80 Lb 3000 Lb ーヤ2,000 Lb Fxed Ed ㄧㄧㄨ 15 5
2. (30 pts) The framework consists of three A-36 steel beams AB, CD, and BC. Each beam has a flexural rigidity EI (kip-ft?). The loading condition is shown in the figure below. (note: beams AB and CD are cantilevered beams subjected to uniform loads 5 kip/ft for 8 ft. Beam BC is a simple supported beam subjected to a force 15 kip in the middle of the beam). Appendix C of deflection charts is on the textbook. a) Calculate the...