saction 156 h 15.18, compute the bending moments, shear for all of the members of the...
For Problems 15.15 through 15.18, compute the bending moments, shear forces, and axial forces for all of the members of the frames shown using the portal method. All joints are assumed to be rigid. P15.15 (Ans: MGF -210 k.ft, MFJ 280 k-ft) 30 k 60 k 60 k MIL Problem 15.15
Section 1 h 15.18, compute the bending moments, shear Fo vial forces for all of the members of the fra s.and nethod. All joints are assumed to be rigid. for and axia the portal method. All joint MoF-210 k ft, M 280 k ft) 30 K 60 k Problem 15.15
compute the bending moments, shear forces and axial
forces for the frame shown, using portal method.
3535 ft 35 ft Problem 15.15 5.16 30 kN D H 60 kN 0NG C G 60 kN Problem 15.16
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...