1) Draw axial, shear, bending moment (including torsion) diagrams and 2) Determine the X- nodal displacement (global coordinate) at Node 4. node4(24,12,-24) P(-10,0,0) node1(0,0,0) Z b = 6in. Z node3 (24,0,-24) P(0, -100,0) h = 2in. node2 (24,0,0) Material properties: E = 30,000ksi TABLE 6.1 Torsional Parameters for Rectangular Cross Sections b/h 1.0 1.5 2.0 2.5 3.0 4.0 6.0 10 Y = 0.3 k1 ka 0.141 0.208 0.196 0.231 0.229 0.246 0.249 0.256 0.263 0.267 0.281 0.282 0.299 0.299 0.312 0.312 0.333 0.333 1) Draw axial, shear, bending moment (including torsion) diagrams and 2) Determine the X- nodal displacement (global coordinate) at Node 4. node4(24,12,-24) P(-10,0,0) node1(0,0,0) Z b = 6in. Z node3 (24,0,-24) P(0, -100,0) h = 2in. node2 (24,0,0) Material properties: E = 30,000ksi TABLE 6.1 Torsional Parameters for Rectangular Cross Sections b/h 1.0 1.5 2.0 2.5 3.0 4.0 6.0 10 Y = 0.3 k1 ka 0.141 0.208 0.196 0.231 0.229 0.246 0.249 0.256 0.263 0.267 0.281 0.282 0.299 0.299 0.312 0.312 0.333 0.333