I need the reactions, shear, and moment equations worked out as well as the diagrams
I need the reactions, shear, and moment equations worked out as well as the diagrams 6-11....
Problem #2 6-7. Draw the influence lines for (a) the moment at B (b) the shear at B, and (c) the vertical reaction at A. Solve this problem using the basic method of Sec. 6.1. Hint: The support at C resists only a horizontal force and a bending moment.
Solve for reactions and draw shear and moment diagrams
Shear (2 solue for reactions and draw and moment diagrams for: 15k 0.5k/ft | |.5k Zol 287
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C, and (c) the shear sust o the ight of the support at A Sove this probiem using the basic method of Sec 6 1 Prob. 6-3 6 ft 9 It
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at B, and (c) the shear at C. Assume A is pinned and B is a roller. Solve this problem using the basic method of Sec. 6–1. 3 m 3 m - - - 3 m Probs. 6-1/6-2
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
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
Compute the reactions and draw the shear and bending moment diagrams continuous beam shown below (use the force method) P 4 kips 2 k/ft I 9 fi 18 ft
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
Draw the shear and moment diagrams of the beams without
obtaining equations. After determining the elasticity equations of
the beam shown, draw the deflection curve
1.5 k/ft 30 k A с 6 ft BE + 4ft - +5ft- El = constant E = 1,500 ksi I = 20,000 in.4 mind