1. Size a square footing for the the given criteria below (use dimensions given). qa= 4,000 psf (allowable soil bearing capacity) YSoil = 115 pcf f'c = 4,300 psi fy = 60,000 psi Normal Weight Concrete 6'-0" 8.L d=15.5" PDL=130 K Ps=250 K 26"x26" CONCRETE COLUMN. 2. For the footing shown in problem 1, is the thickness shown sufficient (check all failure modes)? 3. For the footing shown in problem 1, design the flexural reinforcing steel (use dimensions given) considering all ACI requirements and indicate it on the drawing above.

1. Size a square footing for the the given criteria below (use dimensions given). qa= 4,000 psf (allowable soil bearing capacity) YSoil = 115 pcf f'c = 4,300 psi fy = 60,000 psi Normal Weight Concrete 6'-0" 8.L d=15.5" PDL=130 K Ps=250 K 26"x26" CONCRETE COLUMN. 2. For the footing shown in problem 1, is the thickness shown sufficient (check all failure modes)? 3. For the footing shown in problem 1, design the flexural reinforcing steel (use dimensions given) considering all ACI requirements and indicate it on the drawing above.

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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