⑥ FOR THE Follow 'No BEAN, DRAW THE INFLUENCE Lo THE REACTIONS AT B, D, AND...
draw the influence line , use muller breslau principle CALCULATION KEY ORDINATES OF THE influence diagrams drawn. Q1) Draw the influence line for reaction at A. Q2)Draw the influence line for shear D. Q3)Draw the influence line for moment at D. Q4)Draw the influence line for moment at C. Q)5The live load is 100kN/m. Calculate the maximum positive and moment that could be generated at point D to the uniform live load B Hinge 2 m 2 m...
6b.1 Draw the influence lines for: All reactions (MA, Rc, Re, Rg, MH) Shear at B,D and F And moment at C, E, and G *Note: Node H only resists rotation, allows both vertical and horizontal motion H B D E 7 @ 5' 6b.1 Draw the influence lines for: All reactions (MA, Rc, Re, Rg, MH) Shear at B,D and F And moment at C, E, and G *Note: Node H only resists rotation, allows both vertical and horizontal...
a. FBD ¢ Reactions. b. Shear Moment diagrams C. Conrert to Steel d. Find Normal stress e Find shear stress SKIst 8K 3 k sk 3 12 6 Steel Es 30 Por 2 wood tu a. FBD ¢ Reactions. b. Shear Moment diagrams C. Conrert to Steel d. Find Normal stress e Find shear stress SKIst 8K 3 k sk 3 12 6 Steel Es 30 Por 2 wood tu
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
(40 points) For the shown cantilever a. Find the reactions. (5 points) b. Draw the shear diagram. (5 points) c. Draw the moment diagram.(10 2 KN 250 mm-.--300 mm 4 KN 250 mm points) Determine the maximum tensile and compressive bending stresses (10 points) 20 mm d. 70 mm e. Determine the shear stress at point B 20 mm 50 mm on the web of the cantilevered strut at section a-a. (10 points)
part (g) a) Find the reactions(10 points) b) Draw the shear diagram (10 points) c) Draw the moment diagram(15 points) d) Calculate the moment of Inertia of the cross-section about its x-x neutral axis using the parallel axis theorem and compare this to the Onesteel value. Do the two values agree? (20 points) e) Determine the maximum tensile bending stress and indicate its location in the section (15 points) f) Calculate the maximum shearing stresses in the cross-section and draw...
Please help with part C and D 32 1 1/2 in Draw a free body diagram for the beam shown above and drive expressions for the support reactions at A and (10 points) FHD 9) EMA = 0 MO O: Mo +2Mo + B₂ (34) LAY BY TAY BUCBA)-3 a 9 +F:0 *DEFX=0 0 Ay+ By MO o Ax By: O:A-MO -> _Ay row internal force shear and bending moment diagrams (10 points) By: 3 INTERNAL FORCE DIAGRAMS ma Meso...
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all support reactions. b) Find the expressions for the shear force V and bending moment M. c) Draw the shear-force and bending-moment diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all support reactions. b) Find the expressions for the shear force V and bending moment M. c) Draw the shear-force and bending-moment diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
For the beam assigned to you solve a) Find the reactions, Draw the shear diagram, Draw the moment diagram b) Calculate the moment of Inertia of the cross-section about its x-x neutral axis using the parallel axis theorem and compare this to the Qnesteel value. Do the two values agree? c) Determine the maximum tensile bending stress and indicate its location in the section d) Calculate the maximum shearing stresses in the cross-section and draw a profile ofthese shearing stresses...