Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m А B tom 7 m 4 ms 15 m Questions: When x = 3.2 m, V = i ! kN M= i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m

Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m А B tom 7 m 4 ms 15 m Questions: When x = 3.2 m, V = i ! kN M= i -21.4 kN-m When x = 8.1 m, V = i 22.4 kN M = i -54.276 kN-m When x = 12.3 m, V= i 392 kN M = i -28241.05 kN-m When x = 20.1 m, V= i kN M = i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i kN-m

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

The beam safely supports shear forces and bending moments of 2kN and 6.5 kN-m respectively. Based on this criterion, can it be safely subjected to the loads F = 1kN and C = 1.6 kN-m?
The beam safely supports shear forces and bending moments of 2kN and 6.5 kN-m respectively. Based on this criterion, can it be safely subjected to the loads F = 1kN and C = 1.6 kN-m? Use the area method
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?
Draw the shear and bending moment diagram for the beam.And also show Maximum bending moment Mb=25875lb .ft a tx=9.0ft
Engr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations
Draw the shear and moment diagram of the beam shown. Please show the complete detailed solution.
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
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.
Calculate the bending moment in the middle of the beam. L = 6.2 m; q = 5000 N/m and M = 4qL2 Correct given answer is = 1585650
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
I check it and it’s not correct for 1195.78 N Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work Hint: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles.
Draw the shearing-force and bending-moment diagrams for the following beams: 1. A cantilever of length 20 m carrying a load of 10 kN at a distance of 15 m from the supported end. 2. A cantilever of length 20 m carrying a load of 10 kN is uniformly distributed over the inner 15 m of its length. 3. A cantilever of length 12 m carrying a load of 8 kN, applied 5 m from the supported end, and a load of 2kNlm over its whole length.