From an answer to a previous question I asked, In your own words interpret the shear force and bending moment diagrams, which are in the picture . Reactions:ΣΜΑΞΟ9 × 1 + (4 × 1· 5 ) × (2-5 + 1-5 ) - V₁ × 4 = 0VB = 7.125 KN< Fy= 0VAVB 9-4 × 1·5=0VA= 7.875 KNShear ForceSection ACSFx7-875SFA = 7-875SF₁ = 7.875SectionCD= 7.875 - 9Calculations:(0< x < 1 m)(x = 0)(x = 1)SFx(0< x < 1.5m)SF = 1.125SF₁ = -1-125SectionDBSFx = 7.875 - 9-un(0

Answered: Image /qna-images/answer/7db97601-45e5-4eb6-9dbf-34b47d95e3ce.jpg

Reactions: ΣΜΑΤΟ 9 × 1 + (4 × 1· 5 ) × (2-5 + 1-5) - V₁ x 4 = 0 VB = 7.125 KN ≤ Fy = 0 VA =0 Shear Force Section AC SFx 7-875 = SFA = 7.875 SF₁ = 7.875 Section CD SF₂ = 7.875 - 9 SF = 1.125 sFo =-1125 Section DB SFx = 7.875 - 9-un SF = -1.125 SFB VB 9-4 × 1.5 VA= 7.875 KN Calculations: (0< x < 1 m) (x = 0) (x = 1) (0< x < 1.5m) x=0 (x = 1·5) (0

Reactions: ΣΜΑΤΟ 9 × 1 + (4 × 1· 5 ) × (2-5 + 1-5) - V₁ x 4 = 0 VB = 7.125 KN ≤ Fy = 0 VA =0 Shear Force Section AC SFx 7-875 = SFA = 7.875 SF₁ = 7.875 Section CD SF₂ = 7.875 - 9 SF = 1.125 sFo =-1125 Section DB SFx = 7.875 - 9-un SF = -1.125 SFB VB 9-4 × 1.5 VA= 7.875 KN Calculations: (0< x < 1 m) (x = 0) (x = 1) (0< x < 1.5m) x=0 (x = 1·5) (0

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

MEE1004 Mechanics of Materials Tutorial Problems (eligible for coursework submission): 1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB = -12 kN/m"). 12 kN/m Tutorial S5: Beam Analysis: Graphical 1 m B 0.5 m Figure 1. 5 kNm 0.5 m D
Give me right solution according to the question. Use Force method analysis
I have tried this using both scalar and vector form of moment notation. this should be a simple problem but I am not getting the right answer how do I solve this?
STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. Please write the complete solutions and answer all the subquestions. a. Graph the shear and moment diagram b. Find the value and location of Maximun Shear and Maximum Moment c. Give short explanation/analysis on the shear and moment diagram. (3 sentences or more)
The three parallel vertical forces shown can be replaced by a single force. Find the magnitude of the force.
Please answer the following question 1-41 in the picture and make sure you draw a free body diagram also use positive sign convention for internal forces please, Thank for your help. Post pictures of your work instead of typing it. Hint: this is a reverse engineering problem;the maximum force in the members can be computed from the allowable stress
A beam of a T cross section is formed by nailing together two boards having the dimensions shown in the figure. 240 mm 60 mm 200 mm 60 mm If the total shear force V acting on the cross section is 1,300 N and each nail may carry 400 N in shear, what is the maximum allowable nail spacing s (in mm)? (Assume that the shear force acts parallel to the y-axis and is uniformly distributed across the thickness of the web.) mm
Determine the magnitude of force F so that theresultant force of the three forces is as small as possible.What is the magnitude of the resultant force?
Solve the problem and answer the questions that follow. - If the supports were swapped such that the left support were a roller and the right support a pin, how would your solution change? - If the value of “w” were doubled, what would be the bending moment at the left most point of the beam?
Please answer the following question 1-47 in the picture and make sure you draw a free body diagram also use positive sign convention for internal forces please, Thank for your help. Post pictures of your work instead of typing it. Hint: this is a reverse engineering problem;the force in the members can be computed by setting the equal stress condition.
Find the magnitude of the projected component of the force along the pipe. I know the answer is 244N But I don’t understand the steps taken to find it. Please explain Thank you
For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force (parallel to the z-axis) and a 50-N force (parallel to the y-axis) applied at points B and C, respectively. y Z A Rx, Mx Ry, Mx, My, Mz Rx, Ry, Rz, My, Mz Rx, Ry, Rz, Mx, My, Mz -4 m- C -2 m- 50 N 20 N. x B X 5. Which of the following are the reactions at the support at A? R are force reactions and M are moment reactions.