A sanitary pipe is located at point (C) below the footings as shown in plan. Determine the increase in vertical stress on pipe due to both of tower (A) point load (p) and building (B) uniformly distributed load (q) Note: All dimensions in meters Base of both footings (tower A) and (building B) is at the same level 10.00 Building B q=180kN/m2 6.00 10.00- 6.00 00 Sanitary Pipe (c) depth 3m below footings 4.00 Tower A P = 500KN

A sanitary pipe is located at point (C) below the footings as shown in plan. Determine the increase in vertical stress on pipe due to both of tower (A) point load (p) and building (B) uniformly distributed load (q) Note: All dimensions in meters Base of both footings (tower A) and (building B) is at the same level 10.00 Building B q=180kN/m2 6.00 10.00- 6.00 00 Sanitary Pipe (c) depth 3m below footings 4.00 Tower A P = 500KN

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Retaining Walls

Section: Chapter Questions

Problem 17.5P

See similar textbooks

Similar questions

There are two footings resting on the ground surface. One footing is square of dimension 'B'. The other is strip footing of width 'B'. Both of them are subjected to a loading intensity of q. The pressure intensity at any depth below the base of the footing along the (A)equal in both footings. | (B) large for square footing and small for strip footing. |(C) large for strip footing and small for square footing. (D)more for strip footing at shallow depth (S B) and more for square footing at large depth (> B). centre line would be
roportion a trapezoidal combined footing for uniform pressure under dead load plus reduced live load with the following data in table. Distance c/c of column is 6 m and projection beyond column not exceed 0.5 m DL+Reduce dLL=175Kn/m2 DL+LL=230KN/m2 columnA DL=620KN LL=390KN column B DL=670KN LL=815KN
Design a square pad footing with an overall depth of 600mm, cover to the reinforcements 50mm with 20mm diameter reinforcement bars in both directions. The footing carries a 400mm square column with a dead load of 1050KN and imposed load of 300KN. The safe bearing capacity of the soil is 170KN/m^2, fcu 30N/mm^2. Assume a unit weight of concrete to be 24KN/m^3 and footing weight 150KN
A column 500 mm x 500 mm square is supported by a 3.5 m x 3.5 m isolated spread footing. The column carries a dead load of 1200 kN and a live load of 1000 kN. The total depth of the footing is 550 mm with steel cover of 100 mm. Use NSCP 2001 provisions. Determine the punching shear stress at ultimate loads. A 1830.00 kPa 2154.11 kPa 1566.48 kPa D 1331.52 kPa
5 P Question 1 of 8 Determine the number of 6meters - 12mm. steel bars required if there are 10 footings with a general dimensions of 1.50 x 1.50 meters. Show your solution. 1,50 m -1.35 m.- -7.5 cm 1.50 m. 7.5 cm 12 mm steel barn
Compute the A) analysis of loads B)total downward load and C) base area of the footing
Please help, I promise to give good feedback. Please do not just guess. Thank you!
What will be the nature of surface of pipe if the flow of water is taking place having roughness size (k) = 0.10mm, yields an average shear stress at pipe boundary To 250N/m², take v = 10-6m²/sec A Hydrodynamically smooth B Hydrodynamically rough C In transition zone D Data insufficient II
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 B 10 m X 10 m 9-150 KNM² 10 m X 10 m 9-150 KN ² B wwwwww.atm INCOMPRESSIBLE Figure (2) CLAY 1 CLAY 1 CLAY 2 A 1-2m-² 777777777 INCOMPRESSIBLE Figure (1) WAR B B *20 G.W.T 77777 777 CLAY 1 CLAY 1 CLAY 2 S G.W.T
solve for a, 5a-b=Da... 0 Outlook Do Blondes Realy.. Why C Question Completion Status: 600mm from the face of the foundation wall 600mm from the face of the foundation footing None of the above QUESTION 10 There are 4 - 15M rebar in a continuous concrete footing with a PCL measurement of 12.04 m. What is the total rebar weig 10% for laps (the mass of 15M is 1.57 kg/m)? O 21 kg 42 kg 48 kg 83 kg None of the above Cast-in-place concrete consists of built in-place of concrete structures? TRUE QUESTION 11 FALSE
the pad footing is used to support the load of 12 000lb. determine the intensities (in lb/ft) w1 and w2 of the distributed loading acting on the base of the footing for the equilibriumWhat is the computed value of w1 in pounds per foot What is the computed value of w2 in pounds per foot
Design a footing to support a BRICK wall with a dead load D=120 kN/m and a live load L= 70 kN/m, the allowable soil pressure, qo, is 120 kN/m², f,= 400 MPa and f = 25 MPa, normal-weight concrete. Assume wall thick is 250 mm and footing thickness is 300mm and bar diameter is 16mm. dala 20 a) Find footing DEPTH according to shear equations إضافة ملف 20 b) Design the main reinforcement for the footing