Design Column C-4 of the given floor plan f. = 5,000 psi; f,= 60,000 psi %3D 40 ft 40 ft C-1 C-3 С-1 В 20 ft D F C-2 C-4 20 ft G H I С-1 C-3 C-1 80 ft Design Column C-4 of the given floor plan (Column C4 is a square tied column) f = 5,000 psi; f, = 60,000 psi Assuming that all the beams have a dimension of 12"x 24" (b x h) section Assuming that all the slabs have a thickness of 4", and The unit weight of concrete is 150 lb/ft³ The floor carries a service live load of 100 lb/ft² Use #9 bars as the main vertical reinforcement and #3 bars for ties

Design Column C-4 of the given floor plan f. = 5,000 psi; f,= 60,000 psi %3D 40 ft 40 ft C-1 C-3 С-1 В 20 ft D F C-2 C-4 20 ft G H I С-1 C-3 C-1 80 ft Design Column C-4 of the given floor plan (Column C4 is a square tied column) f = 5,000 psi; f, = 60,000 psi Assuming that all the beams have a dimension of 12"x 24" (b x h) section Assuming that all the slabs have a thickness of 4", and The unit weight of concrete is 150 lb/ft³ The floor carries a service live load of 100 lb/ft² Use #9 bars as the main vertical reinforcement and #3 bars for ties

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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