H I (A) 30' H B 30² 30- H 1 H D e 25 25
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
Transcribed Image Text:H
I
(A)
30'
H
B
30²
30-
H
1
H
D
e
25
25
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