H I (A) 30' H B 30² 30- H 1 H D e 25 25

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.2P
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For the following floor plan, determine the required flexural strength of interior girder C-D on column line 3, using LRFD only if the floor is used for office space.  In addition, you can assume a girder self-weight of 300lb/ft, a uniform dead load of 10 PSF (excluding floor weight) and a 5-inch thick reinforced concrete floor. 

H
I
(A)
30'
H
B
30²
30-
H
1
H
D
e
25
25
Transcribed Image Text:H I (A) 30' H B 30² 30- H 1 H D e 25 25
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