x=3, y=4, z=2. Please caclute if I am correct. Want to know if I am correct. 1. Determine the safe size of square footing for the soil and loading conditions shown below.Assume the factor of safety is 3.0. Please note that x, y, and z are the last three digits ofyour student ID. If any of these x, y, or z values is zero, replace it with 5 accordingly.Please include your student ID in the submission.your200 kips(10 +x)".SoilY= 115 pcfz ftO' = (30 + y)°, c' = 0トBXB3 ftGWTY sat = 118 pcf

Answered: Image /qna-images/answer/e19373f4-92b0-41e0-8522-2a7da37e218b.jpg

Answered: x=3, y=4, z=2. Please caclute if I am…

Engineering

Civil Engineering

x=3, y=4, z=2. Please caclute if I am correct. Want to know if I am correct.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...

See similar textbooks

Similar questions

If the post is to be erected in a medium clay [maximum soil bear capacity is 250 kPa], and will be placed on top of a square footing weighing 25 kN, what will be the minimum dimension of the footing?
Explain the concept of equivalent footing method.
A rectangular footing has dimensions shown and is acted upon by a dead load of 584 kN and a live load of 412 kN. The column dimension is 399x719 mm where the shorter dimension is parallel to B. The thickness of the footing is 696mm. fc=28 MPa and fy=420 MPa for diameter 20mm bars. A=2.8m and B=5.7m Calculate the number of bars along the long direction
---Continuation of my recently posted question---A rectangular footing has dimensions shown and is acted upon by a dead load of 1200 kN and a live load of 1600 kN. The column dimension is 300x600 where the shorter dimension is parallel to B. The thickness of the footing is 500mm. F'c = 28 MPa and fy = 420 MPa for diameter 20mm bars. A = 2.4m and B = 4.2m Calculate the following:1.)The Punching shear force, kN2.)The Ultimate Punching Shear stress, MPa3.)The Critical Moment, kN-m4.)Is the given footing adequate for the given loads? Yes or No? Explain
A rectangular footing has a dimensions shown and is acted upon by a dead load of 722 kN and a live load of 620 kN. The column dimension is 326 x 662 mm where he shorter dimension is parallel to B The thickness of the footing is 408mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=3.1m and B=5.1m
A certain column carries a vertical downward load of 424 k. It is to be supported on a 3 ftdeep rectangular footing. Because of a nearby property line, this footing may be no morethan 5 ft wide. The soil beneath this footing is a silty sand with the following properties:g = 124 lb/ft3 , c′ = 50 lb/ft2 , and f′ = 34°. The groundwater table is at a depth of 6 ft belowthe ground surface. Use ASD and the spreadsheet developed in Problem 7.19 to compute thefooting length required for a factor of safety of 3.0.
a continuous footing installed at a depth of 2 feet with a base of 5 feet wide is constructed on the cohesionless soil with a unit weight of 120 lb/ft.³ and an angle of internal friction of 35° no water table encountered find the allowable bearing capacity and the allowable wall load in pounds per foot please show all work and steps
A 1.5 m square footing is founded on a clay soil at a depth of 0.5 m. The ground water is at theground surface. The footing is loaded at its centroid and carries a design load of 170 kN. Doesthis footing meet the presumptive allowable bearing pressure of the International BuildingCode? If not, design the footing such that it does meet these requirements.
a square footing is designed to support a 300-mm x 400-mm concrete column that sustains an axial dead load of 160 kn and an axial live load of 250-kn. the base of the footing is 1.50 m below the final grade line, the soil weight is 16 kn/m, the gross allowable soil pressure, qa is 210 kpa, and a surcharge of 30 kpa. use fy=415 mpa, fc= 28 mpa and flexure bars are 16 mm in diameterdetermine the minimum size of the footing. assume initial thickness of slab equal to 400mma. 1.2 mb. 1.5 mc. 1.7 md. 1.9 m determine the maximum ultimate wide beam shear stress of the following if b = 2 m, t = 600 mmdetermine the maximum ultimate punching shear stress of the footing if b = 2 m, t = 600 mm
An 18 in square concrete column carries a factored ultimate compressive load of 640 k. It isto be supported on a 8 ft wide 12 ft long rectangular spread footing. Select appropriate valuesfor f′c and fy, then determine the required footing thickness and design the flexural reinforcingsteel. Show the results of your design in a sketch.
Referring to the figure below, determine the number of 12-mm dia steel bars in using a 6.0 m commercial length bar. Take note that there are 20 pcs independent square footing with a general dimension of 1.15-meter x 1.15 meters.
A square footing is to be designed to support a column. The design loads on the columnare all downward and concentric. Calculations of the design loads using the required loadcombinations specified by ASCE 7-11 show that the controlling load combination givesa design column load of 450 k. The embedment depth of the square footing is to be 3 ft.The underlying soil has an undrained shear strength of 2,000 lb/ft2 and a unit weight of 109 lb/ft3. The groundwater table is at a depth of 4 ft. Using the ASD method, determinethe minimum required footing width to maintain a factor of safety of 3 against a bearingcapacity failure.