Can you help me Time left CUDLBFa=6 m, b = 12 mF = 10 KN, UDL= 4kN/mFor the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -)The Reaction at A is:KN.The Reaction at B is:KN.Shear force at the point-B:The shear force just to the left is:KN.9:0-ENG 3 G )Nahp

support reaction: ∑MB=0RA×6+4×12×6-10×12=0RA=-28 KN∑FY=0RA+RB-4×12+10=0-28+RB-4×12+10=0RB=66 KN

Answered: UDL B C Fato F

Engineering

Civil Engineering

UDL B C Fato F

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P=9.5. ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B. 4 m D -3 m 3 m- * 3 m 3 m-
Determine the horizontal and vertical components of reaction at the pin A and the reaction on the beam at C. The force at B is 12kN. The horizontal distance from A to C is lac =1.5 m The vertical distance from A to D is laD =4.5 m. The horizontal distance from C to B is lc3= 3.5 m. F B
What is the reaction at B in kN? Replace the distributed loading by an equivalent resultant force and specify its location the beam measured from the pin at A. Solve also for the support reactions. 4 kN/m 2 kN/m B. 3 m 3 m O 8.5 O 6.5 O 7.5 O 4.5 O 3.5 O 7
Determine the reactions on the beam. then,draw the shear-moment diagram 3 k/ft 2 k/ft A 600 k ft 12 ft 12 ft 2 k/ft B 60°
What is the reaction at B in kN? Replace the distributed loading by an equivalent resultant force and specify its location the beam measured from the pin at A. Solve also for the support reactions. 2 1N/m O 8.5 O 6.5 O 7.5 O 4.5 O 3.5 O 7
1.3-4 Segments AB and BCD of beam ABCD are pin connected at x = 4 m. The beam is supported by a sliding support at A and roller supports at C and D (see figure). A triangularly distributed load with peak intensity of 80 N/m acts on BC. A concentrated moment is applied at joint D. (a) Find reactions at supports A, C, and D. (b) Find internal stress resultants N, V, and M at x = 5 m. (c) Repeat parts (a) and (b) for the case of the roller support at C replaced by a linear spring of stiff- ness k, 200 kN/m (see figure). 80 N/m 200 N-m at joint D A D 4 m B\ 4 m ; 3 m Pin connection Part (c) PROBLEM 1.3-4
1.3-4 Segments AB and BCD of beam ABCD are pin connected at x = 4 m. The beam is supported by a sliding support at A and roller supports at C and D (see figure). A triangularly distributed load with peak intensity of 80 N/m acts on BC. A concentrated moment is applied at joint D. (a) Find reactions at supports A, C, and D. (b) Find internal stress resultants N, V, and M at X = 5 m. (c) Repeat parts (a) and (b) for the case of the roller support at C replaced by a linear spring of stiff- ness ky = 200 kN/m (see figure). 80 N/m 200 N-m at joint D A 4 m B 4 m 3 m Part (c) Pin connection
The beam supports a uniform load of 3.0 k/ft and a concentrated load of 12 k as shown in the figure below. Assume D is a pin support and B is a roller. Determine the reactions at B and D. Write the equation for the bending moment in beam segment BC. Assume "x" is measured from point B. • Write the equation for the shear in beam segment CD. Assume “x;" is measured from point D. 112 k 3.0 k/ft A C 12 ft 12 ft
3KN G 2m 2.5 2m 1.5m 4KN 5KN 6KN A. SOLVE THE VERTICAL REACTION IN THE ROLLER SUPPORT. B. SOLVE THE RESULTANT OF HORIZONTAL AND VERTICAL REACTION AT HINGE SUPPORT. C. SOLVE THE FORCE IN MEMBER AB, AC, BC, BE, AND BD. 1m H
Determine the reaction force at D. Determine the shear force (N) and bending moment (Nm) experienced by the clevis at pin D.
The overhang beam shown in Figure Q2 is pinned at A and rest on a roller at B. The beam supports a uniformly distributed load of A kN/m, a concentrated load of C kN and a couple of moment B kN.m a) Determine the support reaction at point A and B. b) Draw the shear diagrams of the beam. A=16 B= 24 c) 12 A kN/m A BkN-m -3 m- -3 m- -2 m- VC KN Figure Q2
What is the maximum positive moment for the beam shown? Use the method of consistent deformations. Select the reaction at the roller support to be the redundant. 120 kN 75 kN - m C B 6 m 6 m El = constant a. 303.0 k-ft b. 670.8 k-ft c. 107.4 k-ft d. 252.7 k-ft O O