A) please draw all FBDneeded to compute the reactions. B) please compute the reaction forces at...
Statics Question. Please answer fast
Problem 4: For the truss loaded as shown. Determine the forces in members EF, EG, and FG. State whether each of these members is in tension (T) or compression (C). You may use whichever method you would like to solve. H 1200 N 4 m A с E 4 m B D F 3 m 3 m 3 m Problem 5: For the frame loaded as shown, find all reactions from the pin supports at...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
Please Include All Steps
Problem 2 Determine the reactions at the supports. A is a pin support, B is a roller 3 k/ft 3 k/ft 9 ft 9 ft 9 it
Please show all work and clearly lable solutions thank you!
Problem2 Determine the intemal forces at the given three cross-sections: D, E and ER of the compound beam as shown in d). 1) Draw free body diagrams for all your calculation; 2) Find reactions at the supports 3) Calculate the internal forces. 3 kip 1.3 kip/h 6 ft 4 ft d)
At the cross-section "G" of the beam shown, calculate the internal reactions (forces and moment). Each joint is pin connected 2000 lb 3 ft 400/b 2 ft-2 ft 6 ft
Please write clearly. thank you
4. Calculate reactions and draw SFD, BMD and Qualitative Deflected Shape. Also, find the point of zero-shear from the left support (15 points) 1 k/ft Hinge 30 ft 24 ft 6 ft
Homework Problem (a) Determine the internal forces at point C Draw the shear and moment diagram for the beam: (b) Using method of sections (c) Using singularity functions 3 kip/ft A IC –6 ft — + 4.5 ft – 4.5 ft ?
Determine the reaction forces at pin B, pin C, and pin D. Draw the free body diagrams for bar 2. AC and bar CE. Make sure all forces are pointing in the correct direction. 250 N 2 m В 2 m E A 1.5 m1.5 m 1.5 m-1.5 m-
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...
Determine the reactions at the supports. Assume A is
pin
and B and C are rollers. EI is constant.
1.5 k AR B с 10 ft 10 ft 20 ft