Question

Mathematical Relationship between shear force and bending moment?

Answer #1

what is the relation between shear force and bending
moment?

Q3: Bending moment and shear force diagrams were
plotted for a cantilever beam of span 10 m when subjected to a
uniformly distributed load of magnitude ‘w’ kN/m over the entire
span, two concentrated loads ‘2w’ kN at a distance 3 m from the
free end and ‘3.5w’ kN at a distance 4.5 m from the free end
respectively. It was observed that the value for maximum bending
moment acting on the beam is equal to (-175 kNm). Suggest a...

The slope of the bending-moment diagram is equal to the _______
of the shear-force diagram at that point.
Question 1 options:
length
slope
area
value
Question 2 (2 points)
Bending moments are maximum or minimum _______.
Question 2 options:
where the maximum distributed load is applied
at the largest concentrated moment
where the shear force diagram is zero
where the shear force diagram reaches a maximum
Question 3 (2 points)
Assuming no external moments are applied to the beam, the...

Plot the shear force and bending moment digrams for an
8m long beam simply supported at 0m and 6m. There is a distributed
load of 10 KN/m between the two supports and there is a point load
of 20kN located at the end of the beam.

What is/are the typical relationship(s) between shear and
bending in a structural member?

Describe, with the aid of diagrams and equations, the
relationships between: uniform load - shear force diagram - bending
moment diagram for a horizontal beam supporting gravity loads. UDL
across beam

What is the difference between shear and moment?

26.51 The bending moment in an arch is
proportional to:
Vertical ordinate of the arch
Intercept between the arch axis and the funicular polygon
Vertical ordinate of the funicular polygon
None of the above
26.52 A cable can resist:
Axial thrust
Shear force
Torsion
Tension
26.53 A suspended cable hinged at two
ends is a:
Statically unstable structure
Statically indeterminate structure
Geometrically unstable structure
26.54 A suspended cable stiffened by a
three hinged truss is:
Statically indeterminate
Geometrically indeterminate
Geometrically...

The bending moment is maximum on a section where shearing force
A.
is maximum
B.
is minimum
C.
is equal
D.
changes sign

1. Fixed load bending moment MD = 130 kN·m; live load bending
moment ML = 140 kNNm
Rectangular short beams with width b = 400 mm and depth h = 600 mm
are designed as follows:
Determine design suitability. Assume that the thickness of the
sheath is 40 mm.
f ck = 32 MPa, f y = 500 MPa, tensile reinforcement 5-D22, shear
reinforcement D13

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