From the figure below, determine the Aallowmga) reaction at A and B.6)Shear and moment at C and Dc) Draw the shear ond moment diagramOF the given beamISKN/M 3KN1-5M1-7M3.8MOAM

Answered: Image /qna-images/answer/559083b6-2e7b-421f-a36f-98b752a5ae42.jpg

Answered: From the figure below, determine the…

From the figure below, determine the fallowing a) reaction at A and B. b.) Shear and Moment at C and D c.) Draw the shear and moment diagram OF the given beam #7 15KN/M 3KN C 1.5m 1-7m 3.8M OAM

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

A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc) C. a. Determine the reaction (R) b.Determine the end moment at wall d. Determine the tangential deviation at point B with respect to point C (t B/C) Determine Өвс A * R 4kN/m 3M
Problem 2 a) Draw the shear and moment diagram of beam loaded as shown in the figure below. b) Determine the maximum moment 400 kN 200 kN/m 10 m - 5m - 5m
A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc) C. a. Determine the reaction (R) b.Determine the end moment at wall d. Determine the tangential deviation at point B with respect to point C (t B/C) Determine Өвс A * R 4kN/m 3M
Question
Determine the values of the shear V and the moment M at the following locations: (A) immediately to the left of D immediately to the right of D immediately to the right of F (B) (C) A 6 kN 2 m 12 kN-m ID 18 kN E F 2m 2m 2 m 10 kN -m 3 m B 12 kN
A fixed beam of constant section carries a load transferred from a rigid bracket as shown in figure. Find the bending moment and reactions at the fixed ends and plot S.F.D. and B.M.D. 60 KN 9m 1 12m- H 0.6 m
Urgent
10:37 AM O O Of 227 2.PNG CER 3 СЕ 2. The frame show in the figure is supported by a hinge at A and a roller at E Compute the horizontal and vertical components of the hinge forces at B and the resultant reaction at C as they act upon member AC a Give the horizontal force component at B b. Give the vertical force component at B c Give the resultant reaction at C 6m 350 kN 3m 4m 2m+ 6m- 2m-
PROBLEM: Determine the reactions and included moments on the following beams. Provide complete solutions. Note : Maximum of three problems in one sheet. 10 AN 3.75AN 3kN/m 3kN/m -2 m 2 m 4.5 m 4.5 m- ВEAM 1 BEAM 2 64KN 4.8kN 6 kN /m 4.8 KN-m -1.5 m- 1.5 m- - 2m- BEAM 3 BEAM 4 ス功k/t 37.5 k-ft 4kN/m 4 kN/m B 10 ft- -2 m 2 m 2m- ВEAM 5 ВEAM 6 3k/ft 3k/ft - 12 ft - 6 ft- 12 ft -6 ft BEAM 7 BEAM 8
Problem 5: (a) Replace the loading acting on the beam by an equivalent resultant force FR and couple moment (MR)B at point C. (b) This time replace the loading on the beam by an equivalent resultant force only (FR =?) and specify where this force acts, measured from C (x' = ? ). (Note: Ignore the depth of the beam) 15 kN 10 kN/m 30 kNm В C D -2.0 m- 2.0 m 2.0 m 1.0 m'
Solve what is asked.