Square column size - 16" PDL 280 kips, PLL 180 kips L = 1.5B, fy = 60 ksi, f'c = 4000 psi fa 4 ksf, Footing base = 4'-6" De find 26", soil weight = 100 pcf, Reinforcement - #8 bars 1) Design for load transfer 2) Development length for the dowels 3) Design bars for footing at both directions 4) Bars fit the footing based on development length 5) Two way footing spacing diagram.

Square column size - 16" PDL 280 kips, PLL 180 kips L = 1.5B, fy = 60 ksi, f'c = 4000 psi fa 4 ksf, Footing base = 4'-6" De find 26", soil weight = 100 pcf, Reinforcement - #8 bars 1) Design for load transfer 2) Development length for the dowels 3) Design bars for footing at both directions 4) Bars fit the footing based on development length 5) Two way footing spacing diagram.

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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