Question
In: Civil Engineering
Design a plain concrete footing for a 400 mm reinforced concrete wall that supports a DL...
Design a plain concrete footing for a 400 mm reinforced concrete wall that supports a DL = 185 KN/m and 95 KN/m live load. The base of the footing is to be 1.2 m below the final grade. fc’ = 20.7 Mpa and allowable soil pressure is 200 Kpa, weight of soil is 15.82 KN/m3.
(ACI)
Solutions
Ally Wells answered 8 months agoRelated Solutions
A wall footing is to support a 400 mm wide reinforced concrete wall with a dead...
A wall footing is to support a 400 mm wide reinforced
concrete wall with a dead load of 270 KN/m and a live load of 210
KN/m. The bottom of the footing is 1.50 m below the final grade.
Assume the soil weighs 15.78 KN/m3 and the allowable soil pressure
is 190 Kpa. Use 75 mm as concrete cover, fc’ is 28 Mpa, fy is 415
Mpa, and concrete weights 23.5 KN/m3. Compute the:
Width and depth of footing
Spacing...
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.
Design a wall footing to support a 30cm − wide reinforced concrete wall with a dead...
Design a wall footing to support a 30cm − wide reinforced
concrete wall with a dead load DL =293 KN/m and a live load
LL = 218 KN/m. The bottom of the footing is to be 1. 2m below
the
final grade, the soil weighs 16 KN m3 ⁄ , the allowable soil
pressure, qa = 192 KN m2 ⁄ , and there is no appreciable
sulfur
content in the soil. fy = 420MPa and fc′ = 21MPa, normal-
weight...
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.
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and a
live load of 230 KN. The allowable bearing pressure is 230 KN/m2
and the level of the bottom of the footing is 1.5 m below the
ground surface. Assume concrete weighs 24 KN/m3, that of soil is
15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter
reinforcing bars. Thickness of footing = 500 mm and concrete cover
is 75 mm. Calculate...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and a
live load of 230 KN. The allowable bearing pressure is 230 KN/m2
and the level of the bottom of the footing is 1.5 m below the
ground surface. Assume concrete weighs 24 KN/m3, that of soil is
15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter
reinforcing bars. Thickness of footing = 500 mm and concrete cover
is 75 mm.
Calculate...
A 400 mm concrete wall supports a dead load of 280 KN/m and a live load...
A 400 mm concrete wall supports a dead load of 280 KN/m and
a live load of 230 KN. The allowable bearing pressure is 230 KN/m2
and the level of the bottom of the footing is 1.5 m below the
ground surface. Assume concrete weighs 24 KN/m3, that of soil is
15.74 KN/m3, fc’ = 20.7 Mpa, fy = 248 MPa,. Use 25 mm diameter
reinforcing bars. Thickness of footing = 500 mm and concrete cover
is 75 mm. Calculate...
A reinforced concrete bearing wall supports 12” wide beams bearing on the full width of the...
A reinforced concrete bearing wall supports 12” wide beams
bearing on the full width of the wall spaced 10’ o.c. The bottom of
the wall is a fixed connection. The top of the wall is a pinned
connection. The wall is 20’ tall. The load from each beam, Pu, is
30 kips. Determine whether a 10” wide wall will work for this
condition. Select vertical and horizontal reinforcing steel.
a reinforced concrete bearing wall supports a 12" wide beam bearing in the full width of...
a reinforced concrete bearing wall supports a 12" wide beam
bearing in the full width of the wall spaced 10' o.c. . The bottom
of the wall is a fixed connection. the top of the wall is a pinned
connection. The wall is 20' tall. The load from each beam, Pu is 30
kips. Determine whether a 10" wall will work for this condition.
select vertical and horizontal reinforcing steel.
What are the advantages of reinforced concrete beams compared with plain concrete beams?
What are the advantages of reinforced concrete beams
compared with plain
concrete beams?
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