Go step by step and draw the shear and the bending-moment diagrams for the beam and loading shown, and select the most economical wide flange beam (attached) such that the maximum normal stress does not exceed 250 MPa. Also find the deflection of the beam at point B. F1 and M (first three numbers of your student number), F2 and w (first two numbers of your student number). F1(kN) w (kN/m) F2(kN)

Go step by step and draw the shear and the bending-moment diagrams for the beam and loading shown, and select the most economical wide flange beam (attached) such that the maximum normal stress does not exceed 250 MPa. Also find the deflection of the beam at point B. F1 and M (first three numbers of your student number), F2 and w (first two numbers of your student number). F1(kN) w (kN/m) F2(kN)

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 5.11.11P: The three beams shown have approximately the same cross-sectional area. Beam 1 is a W 14 X 82 with...

See similar textbooks

Similar questions

The three beams shown have approximately the same cross-sectional area. Beam 1 is a W 14 X 82 with flange plates; beam 2 consists of a web plate with four angles; and beam 3 is constructed of 2 C shapes with flange plates. Which design has the largest moment capacity? Which has the largest shear capacity? Which is the most economical in bending? Which is the most economical in shear? Assume allowable stress values are: = 18 ksi and ra=11 ksi. The most economical beam is that having the largest capacity-to-weight ratio. Neglect fabrication costs in answering parts (c) and (d) above. Note: Obtain the dimensions and properties of all rolled shapes from tables in Appendix F.
Draw the shear and Bending moment diagram of each beam below using the equation method and area method. CHANGE 20 kN/m to 33 kN/m
Determine the most critical point of the beam shown below in terms of bending moment.
Draw the shear and bending moment diagrams of the beams loaded as shown in the figures below. Round off reactions and magnitudes of shears and bending moments to 2 decimal places. TAKE NOTE W = 22kN/m , W1 = 15kN/m , P = 18kN and P1=9 kN
Draw the shear-force and the bending-moment diagrams and specify the maximum values and their locations on the beam. only Handwitten answer needed please. do not type
Draw the shear stress diagram and bending moment diagram for a beam with the free body diagram shown below. Identify the location of critical point(s) in the beam. Given AB = 0.5 m, BC = 0.6 mm, and CD = 0.5 m.
Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the maximum shear and maximum bending moment that occur in the span by method of section and method of area. Provide a detailed and complete solution
Draw the shear and moment diagrams for the beam and determine the shear andmoment as functions of x (Fig.1). If two designs for a beam are to be considered(Fig.2 (a) and (b)). Determine which one will support a moment of M=150 kN.mwith the least amount of bending stress. What is that stress?
For the beam and loads shown, draw the shear force and bending moment diagrams and determine the maximum bending stress. The beam has a cross section W = 200 x 22.5 with a section modulus value of area of 194 x 10^3 mm^3
Draw the shear and bending-moment diagrams for the beam and loading shown below, and determine themaximum absolute value of the (a) shear, (b) bending moment.
Answer the given beam, plot the shear and moment graph
determine the reactions, shear forces, and bending moments at points B and C of the beam (free method). I WILL RATE IT