k. P Draw the Shear and Moment Diagram for the simply supported beam with a Uniformly Distributed Load. Based on your diagram answer the following: 1. The Maximum Shear is 12765.9 kft W= 200 #/FT. N L= 26! === The Maximum Moment is ____kft A/ kft. You should give the moment to a single decimal place e.g.

k. P Draw the Shear and Moment Diagram for the simply supported beam with a Uniformly Distributed Load. Based on your diagram answer the following: 1. The Maximum Shear is 12765.9 kft W= 200 #/FT. N L= 26! === The Maximum Moment is ____kft A/ kft. You should give the moment to a single decimal place e.g.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.13P: A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves...

See similar textbooks

Similar questions

Hi, I want to find the location on the beam where the maximum bending moment happens as measured from point A. I have already gathered the following information. FAx= 0 FAy= 25.0869 FCy= 32.913 the sheer force at B= 3.087 The bending moment at B = 77.4785 Let the loading coefficents be: W1 = 4 kN/m, W2 = 8 kN/m Let the lengths be: L1 = 5.5m , L2 = 6m. If anyone could help me with this last step of the problem that would be great.
QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.
A beam simply supported at the ends of a 25-ft span carries a uniformly distributed load of 1000 lb/ft over its entire length. The lightest S section available is S12 x 50 with a section modulus of 50.8 in3. If the allowable stress is 20 ksi, fınd the actual bending moment. 82, 146.78 ft Ibs. O 81,476.56 ft Ibs. 82,031.25 ft.lbs. O None of these
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-3.25 m, b=4.75 m, Pg - 35kN, and Pc = 80kN. 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. A Ay- 58.66 - Dy- Calculate the reaction forces A, and Dy 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.) Answers: a 56.33 (a) V= (b) V- (c) V- B i i PB B kN с kN C Determine the shear force acting at each of the following locations: (a) x-2m (b)x - 4 m (c) x-8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. 3 3 3 KN D b kN D ·x Dy
Let a = 4 m, b = 1 m, PB = 30 kN, Pc = 40 kN, and PE = 15 KN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts PB B a Pc a PE E Calculate the reaction force Ay acting on the beam. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Final answer in kN rounded-off to 1 decimal place
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=8.0 ft, c=4.0 ft, d=3.0 ft, w = 6.5 kips/ft and P = 45 kips. 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. a B a W B W C b d For this loading, calculate the reaction forces Ay and Ey 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.) b C C P C D P Ľ E d E ·x Ey
For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.75 m, b=5.00 m, PB = 60KN, and Pc = 80kN. 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. Answers: Ay = Dy= tel tel a i B a Calculate the reaction forces Ay and Dy 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.) PB B a PB Pc a C Pc C KN b KN D b D X D₂ X
Draw the shear and moment diagram of the cantilever beam shown below. For this part, please show the necessary solutions using the long method, not the area moment method. Each correct line/curve with degrees equates to 1 pt. 10 kip 8 kip 3 kip/ft 40 kip-ft 6 ft 4 ft
For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand 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, PB = 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. Answers: Ay = Dy= Mi i B Calculate the reaction forces Ay and Dy 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.) PB a PB B a Pc a Pc C kN b KN b D X D₂ X
Q1: For the beams and loading shown below, A- Draw the shear force and bending-moment diagrams. .. B- Determine the equations ofthe shear force and bending-moment curves for the segments (BC in Figure 1, C- Compute the bending stress at point (a) on section C D- Determine the values and locations of the maximum tensile and compression bending stresses. 230 mm Figure (1) 30 mm a 6 kN/m M=72 kN.m E 150 mm 10 mm A AB D 10 mm 2m 4m 1m 1m RE 10 mm
For the beam shown below, the distributed load along AB is a= 6 kN/m, the concentrated load at Point C is b = 10 kN. Draw FBD, sove for reaction forces, then draw shear & momment diagram. Input the internal bending moment at the cross-section from Point B: ____ kN m. Input the negative sign "-" if it is negative, and calculate your answer to 1 decimal place.
Answer the following items. Calculate the shear force and bending moment for the beam subjected to the loads, then draw the shear force diagram and bending moment diagram. 1. A simple beam 10 meter long carries a concentrated load of 20OKN at the midspan. 2. A simply supported beam, 10m long carries a uniformly distributed load of 20 KN/m. 3. Cantilever beam 10 meter long carrying a distributed load with intensity varying from 20KN/m at the free end to zero at the wall. 30 kN/m В *1m: RD 3 m 2 m 4. RA 10 kN/m 12 kN 3 kNm 2 m 4 m 1 m 5.