Question
In: Civil Engineering
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were
plotted for a simply supported beam of span 5 m when subjected to a
uniformly distributed load of magnitude ‘w’ kN/m over the entire
span. It was noted that maximum bending moment is equal to 37.5
kNm. Suggest a value for ‘w’ based on the requirements. How it will
change the reactions at the supports? What happens to the shear
force and bending moment values at the supports and at the center?
By plotting bending moment and shear force diagrams for the beam
briefly conclude the relationship between the
values for shear force and bending moment.
Solutions
Ally Wells answered 9 months agoRelated Solutions
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were plotted
for a simply supported beam of span 5 m when subjected to a
uniformly distributed load of magnitude ‘w’ kN/m over the entire
span. It was noted that maximum bending moment is equal to 37.5
kNm. Suggest a value for ‘w’ based on the requirements. How it will
change the reactions at the supports? What happens to the shear
force and bending moment values at the supports and at the center?...
Q2: For analyzing a structure, shear force and bending moment diagrams were plotted for a simply...
Q2: For analyzing a structure, shear force and bending moment
diagrams were plotted for a simply supported beam of span 8 m when
subjected to a uniformly distributed load of ‘w’ kN/m over a length
of 4 m from the left end support, a point load ‘2.4 w’ kN at a
distance 6 m from the left end support and another uniformly
distributed ‘0.6 w’ kN/m at a distance 2 m from the right end
support. It was noted that...
Compare the bending moment diagrams of the indeterminate and simply supported beams. What are the advantages...
Compare the bending moment diagrams of the indeterminate and
simply supported beams. What are the advantages of using
indeterminate beams? Why are thereactions different from those of
the simply suppored beam with similar loading
Describe the procedure of obtaining Shear force diagram and Bending Moment diagram of simply supported beam....
Describe the procedure of obtaining Shear force diagram and Bending
Moment diagram of simply supported beam. Take an example of beam
with load of your choice. Also illustrate the significance of these
diagrams for design of a beam in practical life.
What is the significance of the simply supported beam bridge and what is the implication simply...
What is the significance of the simply supported beam
bridge and what is the implication simply supported beam is applied
on the bridge?
Q1: Analysis of forces and moments were done for a simply supported beam having span 10...
Q1: Analysis of forces and moments were done for a
simply supported beam having span 10 m
carrying a uniformly distributed load of ‘w’ kN/m over a length of
5 m from the left end support
and point loads ‘2w’ kN, ‘3w’ kN and ‘1.5w’ kN at distances of 6 m,
7 m and 8 m respectively from
the left end support. It was observed that the maximum bending
moment acting on the beam is
equal to 192 kNm. Suggest...
Q1: Analysis of forces and moments were done for a simply supported beam having span 10...
Q1: Analysis of forces and moments were done for a
simply supported beam having span 10 m
carrying a uniformly distributed load of ‘w’ kN/m over a length of
5 m from the left end support
and point loads ‘2w’ kN, ‘3w’ kN and ‘1.5w’ kN at distances of 6 m,
7 m and 8 m respectively from
the left end support. It was observed that the maximum bending
moment acting on the beam is
equal to 192 kNm. Suggest...
What are the problems arised in simply supported beam bridge(any component of the bridge or steel...
What are the problems arised in simply supported beam
bridge(any
component of the bridge or steel trusses type) and how to improve
the qualities or the problems arised?
A simply supported beam with a span of 26 FT is used to carry a service...
A simply supported beam with a span of 26 FT is used to carry a
service dead load (including self-weight) of 1.65 KLF and a service
live load of 3.3 KLF and is reinforced with 4-#9 bars. The beam has
a width b of 14 IN, an effective depth of 24.5 IN., and a height of
27 IN. The material strengths are f’c = 4000 PSI and fy = 60 KSI.
The immediate deflection due to live load is limited...
Please select the reinforcement spacing for the entire span of a simply supported beam on a...
Please select the reinforcement spacing for the entire span of a
simply supported beam on a 22 ft span. Use the detailed method to
calculate Vc. Do not use a shear envelope diagram use the regular
shear force diagram. Use b = 16 in., d = 27 in., the main bending
reinforcement consists of 4 #9 bars. The unfactored dead and live
loads are 2.6 Kip/ft and 2.5 kip/ft, respectively, f’c = 4500 psi,
and fy = 60,000 psi. Use...
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