Question
In: Civil Engineering
500 mm thick square footing is to be placed at a depth of 0.5 m in...
500 mm thick square footing is to be placed at a depth of 0.5 m in a clayey sand where c¢ = 10 kPa, f¢ = 34°, g = 19.0 kN/m3. The column load to be applied on the footing is 2000 kN. What should be the width of the footing?
Solutions
Ally Wells answered 8 months agoRelated Solutions
500 mm thick square footing is to be placed at a depth of 0.5 m in...
500 mm thick square footing is to be placed at a depth of 0.5 m
in a clayey sand where c¢ = 10 kPa, f¢ =
34°, g = 19.0 kN/m3. The column load to be
applied on the footing is 2000 kN. What should be the width of the
footing?
500 mm thick square footing is to be placed at a depth of 0.5 m in...
500 mm thick square footing is to be placed at a depth of 0.5 m
in a clayey sand where c¢ = 10 kPa, f¢ = 34°, g = 19.0 kN/m3. The
column load to be applied on the footing is 2000 kN. What should be
the width of the footing? please show each steps with how you
solved to obtain value of B
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...
Investigate the adequacy of the square footing. The column has dimension of 500 mm x 500...
Investigate the adequacy of the square footing. The column has
dimension of 500 mm x 500 mm and carries an axial load of 1210 KN
dead load and 650 KN live load. Allowable soil pressure is 240 Kpa.
There is 0.7 m height of soil having a unit weight of 15.74 KN/m3,
fc’ = 20.7 Mpa, fy = 276.5 Mpa. The footing section is 2.8 m x 2.8
m with a 600 mm thickness. Use 25 mm diameter main bars.
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 base for an airport runway, 100 m wide, 2000 m long and 500 mm thick,...
A base for an airport runway, 100 m wide, 2000 m long and 500 mm
thick, is to be constructed out of a clayey sand excavated from a
nearby borrow pit, where the in situ water content is 6%. This soil
is being transported in trucks having a capacity of 8 m 3 , where
each load weighs 13200 kg. In the subbase course, the soil will be
placed at a water content of 14.2% to a dry density of...
A square frame made of 4 mm-thick iron rods and an edge length of 1 m...
A square frame made of 4 mm-thick iron rods and an
edge
length of 1 m is pushed into a homogeneous magnetic field of B=2 T
(T=Vs/m^2) with a constant speed of 15 m/s. Assuming the frame is
initially at room temperature (20°C).
a) Why does the frame heat up?
b)What is the temperature of the frame right after the
experiment?
c) Now you pull it out of the B-field with the same
constant speed, what is the temperature of...
A square footing 1.5m X 1.5m is located at a depth of 1.0m. The soil has...
A square footing 1.5m X 1.5m is located at a depth of 1.0m. The
soil has the following properties: γ = 17.5kN/m3, c= 20kN/m2 and Φ
= 34o. The footing base and ground are horizontal. if the
horizontal component of the weight = 20kN acting at the height of
4m parallel to the side of footing, and vertical component is
500kN, determine ultimate bearing capacity and factor of safety.
using Hansen’s analysis
Determine the Terzaghi’s Bearing Capacity of a square footing 2.25x2.25m located at a depth of 1.24...
Determine the Terzaghi’s Bearing Capacity of a square footing
2.25x2.25m located at a depth of 1.24 m in a sandrock for which c =
0 and Ф = 360. The unit weight of the sandrock above the
water table is 17.17 kN/m³; the saturated unit weight is 19.37
kN/m³.
Terzaghi’s Bearing Capacity Factors—Nc=63.53 , Nq=47.16
, and Ny= 54.36
3.1.The water table is at the surface
3.2.The water table is at 1.10m from the surface
3.3.The water table is at...
Design for britishcode 8110 Design a square pad footing for a 300 mm square column supporting...
Design for britishcode 8110
Design a square pad footing for a 300 mm square column
supporting a factored axial load of 800 kN. Safe bearing capacity
of soil is 200 kN/m2, fcu=20
N/mm2, fy=415 N/mm2.Design a
square pad footing for a 300 mm square column supporting a factored
axial load of 800 kN. Safe bearing capacity of soil is 200
kN/m2, fcu=20 N/mm2,
fy=415 N/mm2.
ADVERTISEMENT
ADVERTISEMENT
Latest Questions
- XYZ Company is considering purchasing a piece of equipment costing $400,000. It has a useful life...
- Reflection of the short film "How Wolves Change Rivers" and Aldo Leopold's "Thinking Like A Mountain".
- What kind of rebar would be most cost effective for foundation? Would it be to design...
- Why would UnderArmour want to be sure that consumers can clearly see different models ( about...
- Five years ago, Miguel invested a stock with price $35 per share. The stock price at...
- You are touring a distant planet on which the magnitude of the gravitational acceleration is 65%...
- GDP increased from $16.55 trillion to $17.28 trillion. What was the growth rate of GDP? The...
ADVERTISEMENT