Question
In: Civil Engineering
A monolithic reinforced concrete floor is to be composed of rectangular bays measuring 6 m x...
A monolithic reinforced concrete floor is to be composed of rectangular bays measuring 6 m x 7.5 m. The floor is to designed to carry a service live load of 5 KPa, floor finish of 1.5 KPa, and ceiling load of 1 KPa, in addition to its own weight. Design the corner floor panel slab using fc’=21 MPa, fy = 400 MPa, and concrete unit weight of 23.54 KN/m3.
?? ?ℎ??? ???? ???????????, ?????? ?ℎ? ???? ????, ??? ??????? ?ℎ? ??????? ?????????y
Solutions
Ally Wells answered 2 years agoRelated Solutions
A monolithic reinforced concrete floor is to be composed of rectangular bays measuring 6 m x...
A monolithic reinforced concrete floor is to be composed of
rectangular bays measuring 6 m x 7.5 m. The floor is to designed to
carry a service live load of 5 KPa, floor finish of 1.5 KPa, and
ceiling load of 1 KPa, in addition to its own weight.
Design the corner floor panel slab using fc’=21 MPa, fy = 400
MPa, and concrete unit weight of 23.54 KN/m3.
?? ?ℎ??? ???? ???????????, ?????? ?ℎ? ???? ????, ??? ??????? ?ℎ?...
A monolithic reinforced concrete floor is to be composed of rectangular bays measuring 6 m x...
A monolithic reinforced concrete floor is to be composed of
rectangular bays measuring 6 m x 7.5 m. The floor is to designed to
carry a service live load of 5 KPa, floor finish of 1.5 KPa, and
ceiling load of 1 KPa, in addition to its own weight. Design the
corner floor panel slab using fc’=21 MPa, fy = 400 MPa, and
concrete unit weight of 23.54 KN/m3.
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.
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
Find the required rectangular cross-sectional area for a tied reinforced concrete column which should support a...
Find the required rectangular cross-sectional area for a tied
reinforced concrete column which should support a load of 300 tons.
Use 4000 psi concrete, ultimate steel stress of 60,000 psi and 4%
steel.
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
weight). Architectural considerations require that the width (b) be
18 in. and the overall depth (h) be 26 in. Use f′c=4,000 psi and
fy=60,000 psi. Sketch your design.
Design a reinforced concrete steel rectangular tie column with ACI standards, total LL = 14.0625 kips,...
Design a reinforced concrete steel rectangular tie column with
ACI standards, total LL = 14.0625 kips, total DL = 18.95625kips,
cross-section 12in by 12 in, Hight of column 12ft. Show all the
steps and which table used. Assume the information which is not
given with justifications. Show drawing as well. If the high is not
suitable you can change it.
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
slab to span 10 ft and carry a service live load of 175 psf and a
service dead load of 25 psf (the dead load does not include the
self-weight of the slab).
Use f’c = 3000 psi and Fy = 60,000 psi. Make the slab
thickness to 1/2-in. increments.
Design a square concrete column footing to support a 500-mm x 500-mm reinforced concrete column. The...
Design a square concrete column footing to support a 500-mm x
500-mm reinforced concrete column. The center of the column and
footing must coincide.
Loads: ???=350 ??, ???=480 ??, ???=100 ??−?, ???=130 ??−?
Column Design Criteria: ??′=28 ???, ??=400???
Footing Design Criteria: ??′=28 ???, ??=400???, ??=175 ???,??=1.50
?, ??=16 ??/?3,??=24 ??/?3, ??=20 ??, assume a thickness of the
footing of 500 mm.
Design a square concrete column footing to support a 400-mm x 400-mm reinforced concrete column. The...
Design a square concrete column footing to support a 400-mm x
400-mm reinforced concrete column. The center of the column and
footing must coincide. Loads: ???=350 ??, ???=480 ??, ???=100 ??−?,
???=130 ??−? Column Design Criteria: ??′=28 ???, ??=400??? Footing
Design Criteria: ??′=28 ???, ??=400???, ??=180 ???,??=1.70 ?, ??=16
??/?3,??=24 ??/?3, ??=25 ??, assume a thickness of the footing of
700 mm.
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