6. Compute the reactions for the structure shown
6. Compute the reactions for the structure shown 6. Compute the reactions for the structure shown....
Determine the reactions for the structure shown below. Clearly
summarize the direction and magnitude of each reaction on a free
body diagram of the structure.
1.5 k/ft 12" 30 kips 100 k-ft 20' 10' 16' al
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
Problem 1 For the structure shown in Figure 1, complete the following: A. Calculate the reactions B. Draw axial, shear, and bending-moment diagrams C. Calculate the internal member forces (P,V, M) at r = 62 in. w = 0.75 k/ft 3 it 15 ft - Figure 1
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On both diagrams for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). 8OKN 5m o m /8 m
A) please draw all FBDneeded to compute the reactions.
B) please compute the reaction forces at supports A and F and
internal hinge at C.
4.0 ft 6.0 ft 30 k-ft 2 k/ft hinge or pin 4.5 ft 8.0 ft 6 k 6 k/ft 4.5 ft 4.0 ft hinge or pin hinge or pin
hw help
Srewuss you For the given frame, choose a primary structure of the Force method. Construct the diagrams of mi, m2, and M. (Don't compute the displacements.) Assume a = 12 ft, b = 8 ft, h - 6 ft, P = 10 k, Q - 7 k, EI - const. 30 pt A
Compute the reactions and draw the shear and moment curves for
the beam below using slope-deflection method
2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
#10-23 (p.429 show the primary structure and the unknown reaction Show the diagrams of m and M for the primary structure. Compose the equation of Force method. Compute the values of f and Δ, using shortcut formulas rather than integration. Show the final M diagram. Define the reactions at the supports Assume El const. 2k/ft 12 ft Show all work and draw each object. Read Sections 9.4, 9.5 &9.6. Solve the problems: #10-23 (p.423) show the primary structure and the...
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
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft