Anonymous
timer Asked: May 5th, 2020

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.

Create a free account to get help with this and any other question!

Similar Questions
Related Tags

Brown University





1271 Tutors

California Institute of Technology




2131 Tutors

Carnegie Mellon University




982 Tutors

Columbia University





1256 Tutors

Dartmouth University





2113 Tutors

Emory University





2279 Tutors

Harvard University





599 Tutors

Massachusetts Institute of Technology



2319 Tutors

New York University





1645 Tutors

Notre Dam University





1911 Tutors

Oklahoma University





2122 Tutors

Pennsylvania State University





932 Tutors

Princeton University





1211 Tutors

Stanford University





983 Tutors

University of California





1282 Tutors

Oxford University





123 Tutors

Yale University





2325 Tutors