Question
In: Civil Engineering
A Simply supported rectangular, tension-reinforced beam is to be designed for dead load of 0.75 k/ft...
A Simply supported rectangular, tension-reinforced beam is to be designed for dead load of 0.75 k/ft plus self weight and service live load of 2.0 k/ft, with a 30 -ft simple span. Material strength will be fy = 60 ksi and fc = 5 ksi for steel and normal weight oncrete respectively.
Startthe design of the beam dimensions using the rules of thumbs in class. The total beam depth, h, must not exceed twice the width.
Calculate the required beam dimensions and tensile steel requirement (As required) to carry the Maximum moment found at mid span. Start with a steel ratio of half of "usable rho" in Table 27.2 in the text. Use ACI load factors and strength reduction factors. The effective depth (d) may be assumed at 3 inches less than the total depth (h).
Draw a sketch clearly showing spacing, cover, and bar locations.
Solutions
Ally Wells answered 1 year agoRelated Solutions
A Simply supported rectangular, tension-reinforced beam is to be designed for dead load of 0.75 k/ft...
A Simply supported rectangular, tension-reinforced beam is to be
designed for dead load of 0.75 k/ft plus self weight and service
live load of 2.0 k/ft, with a 30 -ft simple span. Material strength
will be fy = 60 ksi and fc = 5 ksi for steel and normal weight
concrete respectively.
Start the design of the beam dimensions using the rules of
thumbs in class. The total beam depth, h, must not exceed twice the
width.
Calculate the required...
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LRFD and (b) ASD
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A
simply supported 7 ft long solid wooden beam is designed to carry a
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. A simply supported reinforced concrete beam needs to
be designed with the following details: Size of Beam: 350 mm x 450
mm. Effective length of Beam: 8 m. Dead Load excluding self-weight
of Beam: 30.5 kN/m Reinforcement: 25 mm bars and 8 mm stirrups
Effective cover to compression reinforcement: 30 mm
i. Design the beam and find out the number of bars
required.
ii. Design the beam for shear.
iii. Draw the detailing of beam.
Live load = 8KN/m...
. A simply supported reinforced concrete beam needs to be designed with the following details: Size...
. A simply supported reinforced concrete beam needs to
be designed with the following details: Size of Beam: 350 mm x 450
mm. Effective length of Beam: 8 m. Dead Load excluding self-weight
of Beam: 30.5 kN/m Reinforcement: 25 mm bars and 8 mm stirrups
Effective cover to compression reinforcement: 30 mm
i. Design the beam and find out the number of bars
required.
ii. Design the beam for shear.
iii. Draw the detailing of beam.
Live load = 3KN/m...
A simply supported flanged beam subjected to a factored load of 60 kN/m (including dead load...
A simply supported flanged beam subjected to a factored load of
60 kN/m (including dead load and live load). The beam has an
overall depth of 600 mm including slab thickness of 100 mm. The
width of the beam is 230 mm, effective span of the beam is 6.25 m
and effective cover to the tension reinforcement is 50 mm. Assume
M25 grade concrete and Fe415 steel. Check whether the beam needs to
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a)Use SBC 304 to design a simply supported rectangular RC beam with tension reinforcement only to...
a)Use SBC 304 to design a simply supported rectangular RC beam
with tension reinforcement only to carry a service dead load of 18
kN/m (excluding beam’s self-weight) and service live load of 6
kN/m. The span of the beam is 7.5 m. Design data:Compressive
strength of concrete, ?’?=25MPaYield strength of reinforcing steel,
??=420MPaConcrete cover 50mmSize of stirrups 10 mmSize of main
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A simply supported beam 10-m long is acted upon by a uniformly distributed dead load of...
A simply supported beam 10-m long is acted upon by a uniformly
distributed dead load of 20 kN/m and a uniformly distributed live
load of 48 kN/m throughout its span.
Design the footings of each columns located at the supports
using the following data
Depth of Footing
(Df) = 1.20
meters
Allowable Soil Pressure
(qall) = 210
kPa
Unit Weight of Soil
(γs) = 17
kN/m3
Unit Weight of Concrete
(γc) = 24
kN/m3
Design Compressive Strength of Concrete
(f’c) = 27.6
MPa
Yield Strength of Reinforcing Steel
(fy) = 276
MPa...
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The service load bending moments on a beam are 128 kip-ft for
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of the beam and the As of tensile reinforcing required. How many
no. 8 bars or No. 10 bars would have the required As?
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