  Anonymous

### Question Description

F’c = 4000 psi, NW conc.

Fy = 60,000 psi

SDL = 30 psf

LL = 50 psf

Slab S-1 and S-2 = 6”

1. Design B-1 for bending and shear at points F and G. Assume 14” wide beam. For bending use

#7, #8 or #9 bars only. For shear design, use the required spacing at critical section along the

entire span. Use #3 stirrups.

2. Design the column at G. Assume height is 16’ and loads are as follows, PD = 350 K, PL = 250 K,

MD = 40 K-ft and ML = 30 K-ft. Use a 14” minimum or larger column. Make sure that column is not

slender. Or in other words, make sure the column is short as part of a braced, non-sway frame.

### Unformatted Attachment Preview

determine column Size to be determined F’c = 4000 psi, NW conc. Fy = 60,000 psi SDL = 30 psf LL = 50 psf Slab S-1 and S-2 = 6” 1. Design B-1 for bending and shear at points F and G. Assume 14” wide beam. For bending use #7, #8 or #9 bars only. For shear design, use the required spacing at critical section along the entire span. Use #3 stirrups. 2. Design the column at G. Assume height is 16’ and loads are as follows, PD = 350 K, PL = 250 K, MD = 40 K-ft and ML = 30 K-ft. Use a 14” minimum or larger column. Make sure that column is not slender. Or in other words, make sure the column is short as part of a braced, non-sway frame. ... Student has agreed that all tutoring, explanations, and answers provided by the tutor will be used to help in the learning process and in accordance with Studypool's honor code & terms of service. This question has not been answered.

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