A corcentrated load of 45000 b ae a foundation ievel st a depih of 6.50 ft below ground euntace.Fird the vertical ctress along the TRÍS Of the Irad s a depth of 22.8 t d a a reial disice of164f n dhe sere depth by () BouSsinesq and (b) Wescongard forocle for 0 Neglat e

Given data, Q = 45000 lb Z = 32.8 feet r = 16.4 feet

A concenUated losd of 4st00 b ze tndatinolevel sts depih of 6.56 ft belowgrond suisce. Find the vertical srsss along the anis of the lead et depth of 328 t ad a a rsdial disse of 164at the sare dopch by ()Bssiceog, and (b Westogard fonacke for 0 Neglect he dAp of the fo1adation

A concenUated losd of 4st00 b ze tndatinolevel sts depih of 6.56 ft belowgrond suisce. Find the vertical srsss along the anis of the lead et depth of 328 t ad a a rsdial disse of 164at the sare dopch by ()Bssiceog, and (b Westogard fonacke for 0 Neglect he dAp of the fo1adation

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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Pressure and Stress

Question

A corcentrated load of 45000 b ae a foundation ievel st a depih of 6.50 ft below ground euntace.
Fird the vertical ctress along the TRÍS Of the Irad s a depth of 22.8 t d a a reial disice of
164f n dhe sere depth by () BouSsinesq and (b) Wescongard forocle for 0 Neglat e

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