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In: Civil Engineering
Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads...
Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads are 1.5 kips/ft dead load and 2.0 kips/ft live load. Assuming that the total depth h is not to exceed 32 in. and that there is no limitation on the width b. Use f′c = 3000 psi and fy = 60,000 psi. Sketch your design
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Design a rectangular reinforced concrete beam for a simple span of 35 ft. Uniform service loads...
Design a rectangular reinforced concrete beam for a simple span
of 35 ft. Uniform service loads are 1.0 kip/ft dead load (excluding
the self-weight of the beam) and 1.2 kips/ft live load. Use
f′c=4,000 psi and fy=60,000 psi. Sketch your design.
A 40 ft simple span beam is loaded with a uniform dead load of 2.4 kips/ft...
A 40 ft simple span beam is loaded with a uniform dead load of
2.4 kips/ft plus the beam self-weight and a uniform live load of
3.3 kips/ft. The lateral supports are located at the supports and
at the midpoint of the span. Determine the leastweight W-shape to
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Design a rectangular reinforced concrete beam to resist a total design moment Mu=400 ft.kips (this includes...
Design a rectangular reinforced concrete beam to resist a total
design moment Mu=400 ft.kips (this includes the moment due to beam
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18 in. and the overall depth (h) be 26 in. Use f′c=4,000 psi and
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Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a...
Design a simply supported one-way reinforced concrete floor
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Select a solid, rectangular, Eastern hemlock beam for a 5m
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Complete the bending design of a simply supported reinforced concrete beam with the following parameters: Service...
Complete the bending design of a simply supported reinforced
concrete beam with the following parameters: Service loads are
WD = 2.5 Kip/ft and WL = 1.5 Kip/ft, Span =
16 ft, f'c = 6,000 psi, fy = 40,000 psi, b = 12 in., cover to the
center of the steel = 3 in. Assume phi = 0.9, but make sure that
phi is actually 0.9 at the end. Find h by doubling the recommended
minimum height for this beam and...
A 12 in. x 18 in. rectangular beam has an effective span of 20 ft. A...
A 12 in. x 18 in. rectangular beam has an effective span of 20
ft. A dead load of 1500 lb/ft (includes self weight) and a live
load of 4000 lb/ft is applied to the beam. The concrete and steel
strengths are 4000 psi and 60000 psi respectively. Design and
detail the shear reinforcement for the beam. Assume d is 2 inches
less than h
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...
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...
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...
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