OK, now we have to deal with the spoils. Assume the Finished Grade (FG) was level and all one elevation to start with (no slope). If the spoils could be placed on site, how close to the basement footprint could it be placed (tell me the distance 'X' shown in the image below)? If the soil report does not say otherwise, use the OSHA minimum offset. FG FG Low (-15) FG 22-6 O17-0 O15-0 O24'-6" 7 FG Spoils

OK, now we have to deal with the spoils. Assume the Finished Grade (FG) was level and all one elevation to start with (no slope). If the spoils could be placed on site, how close to the basement footprint could it be placed (tell me the distance 'X' shown in the image below)? If the soil report does not say otherwise, use the OSHA minimum offset. FG FG Low (-15) FG 22-6 O17-0 O15-0 O24'-6" 7 FG Spoils

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I need a quick solution within 10 minutes With my best wishesTon.
when excavating，(Support preload) Different retaining walls, support axial force, subsidenceWhat are the possible reasons for the discrepancies in the quantitative analysis results?
An Engineer wants to find how long it will take for clay under their project to consolidate 1 inch. The total expected primary consolidation is 2.22 inches. Using the Table below, what is the value of the Time Factor they will need to calculate the time rate of consolidation they are looking for? (Hint: What percent consolidation are they looking for?) 0.170 0.196 0.126 0.150
(b) AASHTO Classification Soil F G # 10 100 77 Percent Passing # 40 78 28 #200 36 8 LL 30 NP 1- Based on AASHTO Clasification Soil "F" is [Select] [Select] A-4 (0) 2- Based on AASHTO Clasification Soil "G" is A-4 (-1) A-3 (0) A-5 (3) A-6 (3) A-7-5 (0) Ip 4 NP
List three sources of epistemic uncertainty associated with determining the soil strength at agiven site and describe how you might reduce these uncertainties.
I need the answer as soon as possible
Describe the procedure to determine values for the coefficient of consolidation.
answer should be on the choices
A borrow site south of Harrisburg will be used to provide the material needed to construct 432,600 cy of embankment for the Harrisburg Expressway project. Soil testing has indicated the following unit weights: Bank - 102 pcf Loose - 85 pcf • Compacted - 118 pcf The contractor plans to use 14 cy on-highway dump trucks and has agreed with the owner of the borrow site property to a price of $1.25 per excavated cubic yard. 1. What is the cost of purchasing the borrow material? 2. How many truck loads must be hauled from the borrow site to the embankment site?
c) Name two equipment's to measure mud viscosity. d) Explain what do we mean by PDC bits.
Description of Consolidation, Compaction and Goround improvement techniques? Short Note give me early