Your answer is partially correct.For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment Mfor any location in the beam. (Place the origin at point A.) Let a=2.50 m, b=4.25 m, Pg= 45kN, and Pc = 90kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GOexercise.Answers:aBAy=Dy= i 59.2174.189Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of thered arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.)BaPBaPcKNPcbKNDbDPx Part 4Use your bending-moment diagram to determine the maximum bending moment, Mmax, and its location, Xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers:Xmax =Mmax=iimkN-m

Answered: Image /qna-images/answer/8bc30c34-4145-4773-bfa0-5304761272a8.jpg

For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.50 m, b=4.25 m, Pg= 45kN, and Pc = 90kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.

For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.50 m, b=4.25 m, Pg= 45kN, and Pc = 90kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

PART 1 1. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=11 ft, b=5 ft and w = 11.5 kips/ft. IMAGE* 2. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) IMAGE* Answers: Ay = ? kips, Cy = ? kips PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 11 ft(c) x = 14.333333333333 ftWhen entering your answers, use the shear force sign convention.Answer:(a) V = ? kips.(b) V = ? kips.(c) V = ? kips. PART 3 The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips.Answer: x = Enter your answer in accordance to the question statement ft. PART 4 Determine the maximum bending moment that acts anywhere…
SHOW YOUR SOLUTIONS PLS INSTRUCTIONS: A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown. QUESTIONS: 4) With reference to problem 2, determine the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths. 5) With reference to problem 2, determine the maximum bending stress (positive if tensile and negative if compressive) produced in the cross section. Express your answer in MPa rounded to the nearest tenths.
A11 Consider the cutaway diagram provided above. Using this, identify and describe a structural component or sub-structure that carries bending. You should sketch and describe an idealisation of the structural component suitable for analysing the bending response, and describe how the structural component may fail under bending.
Determine the internal bending moment as a function of x, and state the necessary boundary and/or continuity conditions used to determine the elastic curve for the beam. Please show brick-by-brick working thoroughly without taking the beeline so that I can understand clearly. Solve this problem thoroughly until the elastic curve(s) for the beam is/are obtained. Also, draw the dissected beam cross-section diagrams, including the equilibrium equations, when fathoming out the shear forces and internal bending moments. Topic: Solid Mechanics
Draw the Shear force and Bending moment diagrams
Develop the Shear force and Bending moment calculations and draw the Shear force and Bending moment diagrams
Draw a shear and moment diagrams, step by step.
Determine the Shear force and Bending moment calculations and draw the Shear force and Bending moment diagrams
Given the data from the two pictures, answer the following: Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg, and their respective locations, xmax, pos and xmax, neg. When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Find: Mmax, pos = ___ kips-ft Mmax, neg = ___ kips-ft xmax, pos = ___ ft xmax, neg = ___ ft
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. when x = 10, V= ? M= ? Absolute Vmax= ? Absolute Mmax= ? Round your answers up to 3 decimal places.
I would like to know how to determine the maximum bending moment step by step
SHOW YOUR SOLUTIONS PLS, INSTRUCTIONS: For the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. QUESTIONS: 4) With reference to problem 1, what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? 5) With reference to problem 1, what is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures.