Need to find the reactions on point A and Point B. Need to find the reactions on point A and Point B.
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The beam below is braced laterally only at the reactions and the point of the load. The point load consists of a 34-kip dead and 62-kip live load. Neglect self-weight and you do not need to check serviceability. Find the lightest W-section that will be adequate for the loading. Pp = 34 kip P2 = 62 kip B ус fo 28 ft 18 ft
Compute the displacements, reactions and internal forces for the structure shown
below using the flexibility method of analysis. You only need to report the displacements at
point b. All members have an elastic modulus E = 29,000 ksi
Compute the displacements, reactions and internal forces for the structure shown below using the flexibility method of analysis. You only need to report the displacements at point b. All members have an elastic modulus E = 29,000 ksi
a) Determine the reactionsb) calculates the displacement at point B
In the figure below, AC is a cable. A) Find the reactions at B B) What are the internal forces and moment in the beam 2ft from point C? RA 30lb/6 2016/ft B 30 PE 3ft K
Elastic bodies
1. ) Determine the reactions at A and B for the steel bar and loading shown in the Figure (Prob. 1), assuming a close fit at both supports before the loads are applied (2) Draw axial force diagram. (3) Find displacement at point C
1. (25 pts.) For the beam shown: a. Calculate the reactions loads at: i. Wall A b. Find the Equations of Shear and Bending Moments for the intervals A-B & B-C c. Find the Shear values 100 lb (V) and Bendin moments (M) at: 800 lb-ft i. Points A ii. Point B iii. Point C iv. Also the location and 5 ft Magnitud of the Maximum Bending Momentin d. Draw the Shear and Bending Moments Diagrams and indicate all values...
Find reactions using virtual work method and draw BMD &
SFD.
Pin support at A, Roller supports at B & C.
Point loads are located in the middle of each member.
Units are in Newtons and Meters.
need a little help with number 3
2. Write both cathode and anode reactions for the following cell reactions: Zn(s)[ZnCl2(aq)||Ci-(aq)|C12(1) Cu(s)/Cu(NO3)2(aq)||Fe(NO3)2(aq)|Fe(s) 3. Find Eº, AG, and K for the above reactions.
7. For beam below determine both reactions r beam showa below determine reactions Ra and b 9. For the truss below determine reactions Ra&Rb 10. For the truss above find force in member AC (+teasion /-compression) A. -9k 11. For the truss in #9 find force in member CD B. -11.2k C.-10k D.-4.5k A. -25k B. -22.5k C. 17k D.-17.5k 12. For the truss in #9 find force in member EK A. 0k B.-5k С.10k D. -6k