M a C a = 1.65m, b 3.2m, e 2.4m %3D F=210KN, M = 300KN - m(CCW), w 5.9KN/m %3D For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) Olncluded in manual solution ONot made At the point-C:

M a C a = 1.65m, b 3.2m, e 2.4m %3D F=210KN, M = 300KN - m(CCW), w 5.9KN/m %3D For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) Olncluded in manual solution ONot made At the point-C:

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.3P: A beam is part of the framing system for the floor of an office building. The floor is subjected to...

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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

100%

F
M
D.
b.
a
1.65m, b = 3.2m, c= 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -)
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.

a= 1.65m, b 3.2m, c 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram.
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.
The shear force just to the right is
KN.
At the point-D:
KN-m.
The bending moment just to the left is
KN-m.
The bending moment just to the right is:
(All numerical answers should follow the sign convention of Sagging + Hogging:-)
(Answer upto three decimal places)

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