Problem 2: Determine the reactions at A and C. Plot the shear and bending moment diagrams...
For the beam and loading shown, please (a) determine the reactions at A and C, (b) draw the shear and bending moment diagrams, and (c) find the maximum normal stress on the beam. 2000 lb 200 lb/ft 4 ft 4 ft 6 ft
Problem 2 a) Draw the shear and moment diagrams ints 1.5 in. using the method of section (equation method) 200 lb 100 lb/ft 1.25 in 12 in. BX 300 lb-ft b) Determine the absolute maximum z bending stress in the beam, and sketch the stress distribution acting over the cross section. Set b 13 in. 1.5 in. 16 in. 1 ft 4 ft 1 ft
Write the shear and moment equations for the load region and plot the shear and moment diagrams. Determine the largest Normal Stress for both Compression and Tension due to bending Sketch the stress distribution (where maximum stress occurs) on a cross-section. Be sure to label. The length of the beam is 20 feet and the load w = 300 lb/ft. 10 in 16 in Cross-Section of Beam
Problem 4. Sketch complete shear force and bending moment diagrams for the beam below. (30 Points) 2000 lb V (lb) 0 M(ft lb) 0
Determine the reactions and draw the shear force and bending moment diagrams (SFD & BMD). Find the maximum shear force and bending moment along the horizontal portion of the beam amd calculate the maximum traverse shear stress amd maximum normal stress. Draw the normal and shear stress distributions along the cross section. Fy = 760 lbs Fx = 830 lbs ト·25%) Decet reoconsand drd he Shes fore ond beg men Sheer Shes, ds+rivntions alonShe cross sec on Sho Stress Hress
For the following diagram, draw the shear and bending moment diagrams for the beam without formulating the shear-force and bending-moment equations. Label all important points on the diagrams. 2000 lb 500 lb/ft B 9 ft 9 ft
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
3. Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum a bsolute value (a) of the shear, (b) of the bending moment. (40 Points) 300 lb 240 lb 360 lb CVDVE 4 in. 3 in. 4 in. 5 in.
Problem 1- Determine the reactions and draw the shear and bending moment diagrams for the structure shown below using the method of consistent deformations. 75 k 2 k/ft 15 ft15 ft 30 ft 31 E-constant
2. For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 3 kips 20 ft 5 ft Ay Shear hrs ) Homework Spring 2018 Page 2