3. For the loaded beam shown below, determine the shear and moment equations and draw the shear and moment diagrams. R₁ = R₂ = 300 lb. Diagrams only without solutions will not be checked. All equations must be supported with the necessary FBDS of sections considered. 100 lb/ft B 4 ft M 1200 lb-ft 4,1 E int iftR₂

3. For the loaded beam shown below, determine the shear and moment equations and draw the shear and moment diagrams. R₁ = R₂ = 300 lb. Diagrams only without solutions will not be checked. All equations must be supported with the necessary FBDS of sections considered. 100 lb/ft B 4 ft M 1200 lb-ft 4,1 E int iftR₂

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.32P: Two identical, simply supported beams AB and CD are placed so that they cross each other at their...

See similar textbooks

Similar questions

The beam weight is 5kN considered as a distributed load over the beam length. Two bushwalkers with 850N weight each are standing together at one end of the beam/bridge. Determine the maximum shear force and bending moment in the simply supported beam shown below.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
determine the diagram of the shear forces and bending moments in the beam shown below. Data P = 20kN, M = 60kNm, q = 10kN / m, a = 5m, b = 2m, c = 3, alpha = 60.
A loaded beam, 60 mm wide by 100 mm high and 6 m long, has the shear and moment diagrams as shown below. Determine (a) the magnitude, type and location of the maximum flexural stress (in MPa) (b) the stress (specify the type) in a fiber 30 mm from the top of the beam at a section 3.5 m from the left end. I = bh3/12
Give the expression for the shear force, V = V(x), and the bending moment,M = M(x), as a function of the distance, x, measured from point A.Hint: Find the expressions of shear force and bending moment in each section:AB (0< x <4), BC (4 <x <7) and CD (7< x <10)
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 and moment diagram of the overhanging beam shown below. For this part, please show the necessary solutions using the LONG METHOD, not the AREA MOMENT METHOD
Q1/ A beam of uniform section with rigidly fixed ends which are at the same level has an effective span of 10 m. It carries loads of 30 kN and 50 kN at 3 m and 6 m respectively from the left-hand end. Find the vertical reactions and the fixing moments at each end of the beam. Determine the bending moments at the two points of loading.
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 and moment diagram of the beam shown. Please show the complete detailed solution.
1. Determine the maximum positive bending moment in the beam in kN-m. 2. Determine the maximum shear in kN. 3. Determine the location of Neutral Axis, in mm, from the top of the section. 4. Determine the location of the centroid, in mm, from the left of the section. 5. Determine the moment of inertia of the section in x106 mm4 . 6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa. 7. Determine the maximum flexural stress experienced by the beam in MPa. 8. Determine the maximum shearing stress in MPa at Neutral Axis. 9. Determine the spacing of rivets in mm. 10. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
Draw the bending moment and shear diagrams for bar CD of the structure below.