my problem related to Reinforced Concrete Mechanics and Design, 5th edition, by

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my problem related to Reinforced Concrete Mechanics and Design, 5th edition, by James K. Wight and James G. MacGregor
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my problem related to Reinforced Concrete Mechanics and Design, 5th edition, by James K. Wight and James G. MacGregor
Question Details
First of all I want to say mu special thank's for your's efforts. In this problem I need to solve it as the text book mentioned :
my problem related to Reinforced Concrete Mechanics and Design, 5th edition, by James K. Wight and James G. MacGregor.

to follow same procedure in text book. no need from out side material.

problem# 15-3, page 834.
Daesign square spread footings for the following conditions.
Service dead load is 350 Kips, service live load is 275 Kips. Soil density is 130 lb/ft3.Allowable soil.

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Hey, could you please give me the points? I really need them... I promise to return the favor :)

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