1. Determine the resultant internal loadings acting on the cross section at C of the cantilevered beam shown. 270 N/m 3 m 6 m The 500-ka ong the cran om shown on tbe right

Q: Compute the value of Eld at the overhanging end of the beam in Fig. P-87C known that the wall moment…

A: Draw free body diagram From the above diagram y3=25y=1.2kN

Q: 11. Find the absolute value of the force in the member DC of the frame shown below. If the force F1…

A: The given figure is shown below:

Q: The influence line for shear at C for the beam shown is A B -5 ft- O a. 0 at B and 1 at D O b. 0 at…

A:

Q: F4-27. Replace the loading system by an equivalent resultant force and couple moment acting at point…

A:

Q: 1.80 1.80 1.80 3 kN A B -1.80- с D -1.50-1 K -1.80- F P3= 16 KN. G P1 H P2 P3

A: Determine support reactions: HH=10+13+16=39 kN Take Moment @ A, (10×5.4)+(13×3.6)+(16×1.8)=(VH×5.1)…

Q: Problem 2: Replace the three forces which act on the bent bar by a force-couple system at the…

A: In this problem, we are given three forces acting on a bent bar. We must replace these forces with a…

Q: ») Figure Q3(b) shows a concrete corbel structure, fixed rigidly to a wall support. It is subjected…

A:

Q: What is the reaction force at point B of this beam? 7P A 7P/2 7P/3 7P/4 B 2L/3L/3 P C

A: Given Data  Determine the reaction force at point-B.

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.