Question
In: Civil Engineering
square footing 4×4 m carrying a load of 400 KN and the moment of 200 KN.m...
square footing 4×4 m carrying a load of 400 KN and the moment of 200 KN.m compute the maximum and minimum bearing pressure
Solutions
Ally Wells answered 5 months agoRelated Solutions
A rectangular footing (0.75m∙0.75m), embedded 0.5 m, carries a downward column load of 200 kN. The...
A rectangular footing
(0.75m∙0.75m),
embedded 0.5 m, carries a downward column load of
200 kN. The footing is supported on an
overconsolidated clay with the following properties:
Cr = 0.05
e = 0.7
OCR = 2.0
PI = 55
cu = 200 kPa
ϒsat = 16.2 kN/m3
The ground water table is at a depth of 1.0 m below the ground
surface.
a) Calculate the primary consolidation settlement for this
footing.
b) Is the calculated Sc within...
What is the maximum tension (kN) on a cable carrying 2.5 kN/m uniform load if the...
What is the maximum tension (kN) on a cable carrying 2.5 kN/m
uniform load if the lowest point of the cable is 40m and 3m away
from the one of the support along the horizontal and vertical
direction respectively? Round off to 3 decimal places.
Design a square footing for a 18-inch. square column and a superimposed dead load of 200...
Design a square footing for a 18-inch. square column and a
superimposed dead load of 200 kips and a live load of 300 kips. The
maximum permissible soil pressure is 4000 psf. Use concrete with a
design strength of 3 ksi and grade 40 reinforcing bars with yield
strength of 40 ksi.
A square footing 4 m × 4 m is located at a depth of 1.0 m...
A square footing 4 m × 4 m is located at a depth of 1.0 m in a
layer of saturated clay 13 m thick, a firm stratum lies immediately
below the clay. Characteristic parameters obtained from oedometer
and triaxial tests for the clay are as follows: A= 0.42, cu =100
kPa, , u 0 c' 0, ' 32, 0.065 / , 2 mv m MN 3 sat 21kN
/ m , Eu = 300cu. Determine...
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 circular footing 10m in diameter is proposed to carry a total load of 9000 KN....
a circular footing 10m in diameter is proposed to carry a total
load of 9000 KN. The footing is to be placed at a depth of 2m below
ground surface. The soil is normally consolidated silty clay with a
unit weight of 20KN/m^3 and undrained shear strength of 50 KPa.
1) determine the short-term factor of safety using the General
bearing capacity equation.
2) Calculate the expected consolidation settlement of the
footing if the compression index is 0.2 and the...
A rectangular beam carrying a uniform load of 26 KN/m including its own weight is limited...
A rectangular beam carrying a uniform load of 26 KN/m including
its own weight is limited in cross section to 300 mm x 500 mm. The
beam is simply supported in a span of 6 m. Using fc = 7 Mpa, fs =
124 Mpa, n = 12, ?? = 40 ???, ?? = 1.7 ???, ?????? ?ℎ? ????. Allow
65 mm distance from centroid of steel bars to extreme fibers.
. Design a square footing for a 16-in. square interior column with an ultimate dead load...
. Design a square footing for a 16-in. square
interior column with an ultimate dead load = 300
(k) and an ultimate live load = 200
(k). Take fy=60,000 psi,
fc=4000 psi, normal weight, and
qa= 4500 psf. Assume the base of the
footing is 4 (ft.) below grade. Draw the
reinforcement detail also. Check for one way and two way shears
with the support of diagram. With ACI code
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