The pad footing is used to support the load of 12 000 b. Determine the intensities (in lb/ft) wiand w2 ofthe distributed loading acting on the base of the footing for the equilibriun.12 000 lb5 in.-9 in.9 in.-w235 in.

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A611 mm square pedestal is to be supported by a 2.15m by 5.08m footing. It is to carry an axial dead load of 744 kN and an axial live load of 837 kN and a lateral live load of 109kN acting parallel to longer dimension of footing and 1 m from the top of the footing. Thickness of footing is 578mm. Unit weight of concrete 24 kN/m2:Unit weight of soil 17 kN/m². Hint: (Moment from lateral force = Force x distance from the bottom of the footing). Calculate the required soil bearing capacity in kPa.
i. A 550mm x 550mm column carries service dead load of 1300kN and service live load of 1100 kN. The column is to be supported by square footing having a thickness of 475mm and whose bottom is 1.75m below the ground. Allowable soil bearing capacity at the base of footing is 250kPa. Unit of weight of soil above footing is 18.3kN/m³. Use fc' = 28MPa and fy = 415MPa. Use 100mm steel cover. Determine the following: 1. Minimum soil bearing capacity so that footing length shall not exceed 4 meters? 2. Using the given soil bearing capacity, what is the design dimension of square footing? 3. Determine how many 28mm dia. rebars to be used bothways as continued from your answer in #2. 4. Is the footing thickness safe against punching shear? If so, determine the punching shear capacity of the section.
A square column 422 mm x 422 mm rests on a square footing. The column supports a dead load of 1,014 kN and a live load of 869 kN. The soil bearing capacity is 343.53 kPa. The base of the footing is 1.58 m below the ground. Assume unit weight of concrete of 24 kN/m and unit weight of soil of 16.73 kN/m. The footing has a thickness of 621 mm and the centroid of the main bars is 100 mm from the bottom of the footing. Use fc' = 27.8 %3D MPa, fy 248 MPa. Calculate the number of required number of 16 mm o bars
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The pad footing is used to support the load of 12000 lb. Determine the intensitie (in lb/ft) w1 and w2 of the distributed loading acting on the base of the footing for the equilibrium.
The pad footing is used to support the load of 12 000 lb. Determine the intensitie (in lb/ft) w1 and w2 of the distributed loading acting on the base of the footing for the equilibrium. Draw the FBD individually and explain the distribution of lengths
Q1: The pad footing is used to support the axial loads 8000 lb and bending moment 2000 lb. ft. Determine the intensities W1 and W2 of the distributed loading acting on the base of footing for equilibrium. Steel Column FIKED COMMECTION 2000 b SASE PLATE -RC Foobng W2 W1 40 in
Q.1. (A) Choose the right answer of the following: 1- In general, the raft footing is used to suport the structure rest on soils of: *High compressible, low bearing *High compressible, high bearing "low compressible, low bearing "low compressible, high bearing tability against:
B; Design the area, strength design and effective bearing capacity of column footing, if qa= 10ksf, Fc' for footing=5000psi, Fc' for column= 4000psi, fy=40ksi, s.D.L=400k, sL.L=300k nd colum size=1ftx1ft (convert psi to ksi and all necessary unit conversion 5/
Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and (B) due to the loaded area of footing. Choose figure (1) or (2). Top view Top view It 10 m.X. 10m. 4-15006 AWT MPRESSIBLE CLAY 1 CLAY 1 CLAY 2 10m x 10m - 150 d 777777777 G.W.T CLAY 1 CLAY 1 CLAY 2
Q1: The pad footing is used to support the axial loads 8000 Ib and bending moment 2000 lb. ft. Determine the intensities W1 and W2 of the distributed loading acting on the base of footing for equilibrium. - Steel Column 8000 ID FINED COMMECTION 2000 b SASE PLATE -RC Footing W2 W1 40 in

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The pad footing is used to support the load of 12 000 b. Determine the intensities (in Ib/ft) wiand wa2 of the distributed koading acting on the base of the footing for the equilibriun. 12 000 lb 5 in. -9 in.--9 in.- w2 35 in.-