AP3: For the frame structure shown below supporting a crane which can move along beam BD...
5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller. a-Draw the free body diagram for the beam (5 points) b-solve for the reaction forces at support A and D Ax= (5 point) Ay Dy = (5 points) (5 point) Am = (5 points) 50K 3K/ft B 10 ft 10 ft 10 ft
Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. Ax=? Ay=? Dx=? Dy=? Md=? 450 b T B 3h C 8 ft 4h 4h D
Please help with this question. 5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller a-Draw the free body diagram for the beam (5 points) b-solve for the reaction forces at support A and D Ax= (5 point) Ay = (5 point) Am = (5 points) Dy = (5 points) 50K 3K/ft OD B C 7777 10 ft 10 ft 10 ft * >
5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller. a-Draw the free body diagram for the beam (5 points) b-solve for the reaction forces at support A and D Ax (5 point) Ay (5 point) Am (5 points) D- (5 points) SOK 3K/ft # B с 10 10 ft 10 ft B ot - inted CORE IS CF-33 A1 A2
The beam below is subjected to a distributed load as shown in the figure. Replace the loading by a single resultant force and specify the location of the force measured from the pin support on the left. Draw the resultant system. Find the magnitude of the support reactions.
TOPIC 04: Influence Line (IL) Problem 04 Given the 2-D beam structure [shown in Fiqure 81, with the following data: A moving concentrated (downward) force 1 Kip, which can travel the entire beam ABC (from A to C) Joint A is a FREE joint; Joint B is a PINNED support, and joint C is a ROLLER support; Joint C has a ROLLER support; Joint D is a FREE joint AB = 18" (notes: AD = 12" and DB-6"); BCz 12"...
blem #5 (20 pts): for the frame structure shown below, calculate the following a) Support reactions at roller support A and pin support C b) The internal forces at support A. c) The internal forces at point D, which is located at 5 ft from the point A, along the member AB. d) The internal forces at point E, which is located at 4 ft from point C, along the member BC. Note that point D and E are not...
Please show work for influence lines. Problem 2 Plot influence lines for the two span compound beam shown below. The first span is 30-ft and the second span is 20-ft. An internal hinge is located in the second span at 6-ft from Support C. Plot the following influence lines: Av, Cv, Fv, VB, MB, Vcleft, Vcright, Mc, VD, VE, and ME. l ) D E 12' 18' 6' 6' 8'
Draw neat and well-labelled shear and bending moment diagrams for the compound beam shown below Beam ABC consists of two segments connected by a hinge at B. There is a fixed support at A and a roller support m C. The sapport reactions have already been calculated for you. Degree of each polynomial. Location of the points with zero shear and values of peak moments. Report the magnitwdes of maximum sheaer and bending moenent in the boves below (absolute value:...
May 2017-16-Civ-A1 Page 5 of 7 (9) S. a) Loads move along beams at the top chord level of the truss shown below. Draw the influence lines for forces in members: U3L2 U3 U4 6m om n. Us For each influence line, calculate and indicate the value of the influence ordinate atthe ¼Mand ¾ points along the truss span. A vehicle, which is idealized as the uniformly distributed load over a length of 10 m., moves across the simple beam...