The floor system of a factory consists of a 5”-thick normal weight reinforced concrete slab resting on four steel floor beams (A = 14 in2) that, in turn, are supported by two steel girders (A = 40 in2), as shown in the plan below. a. Should this slab be idealized as one-way spanning or two-way spanning? b. Draw the free-body diagram for the dead loads on beam BF and label the magnitude of all loads. c. Draw the free-body diagram for the dead loads on girder AD and label the magnitude of all loads. d. What is the axial load carried by column A?
The floor system of a factory consists of a 5”-thick normal weight reinforced concrete slab resting on four steel floor beams (A = 14 in2) that, in turn, are supported by two steel girders (A = 40 in2), as shown in the plan below. a. Should this slab be idealized as one-way spanning or two-way spanning? b. Draw the free-body diagram for the dead loads on beam BF and label the magnitude of all loads. c. Draw the free-body diagram for the dead loads on girder AD and label the magnitude of all loads. d. What is the axial load carried by column A?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The floor system of a factory consists of a 5”-thick normal weight reinforced
concrete slab resting on four steel floor beams (A = 14 in2) that, in turn, are
supported by two steel girders (A = 40 in2), as shown in the plan below.
a. Should this slab be idealized as one-way spanning or two-way spanning?
b. Draw the free-body diagram for the dead loads on beam BF and label the
magnitude of all loads.
c. Draw the free-body diagram for the dead loads on girder AD and label the
magnitude of all loads.
d. What is the axial load carried by column A?
concrete slab resting on four steel floor beams (A = 14 in2) that, in turn, are
supported by two steel girders (A = 40 in2), as shown in the plan below.
a. Should this slab be idealized as one-way spanning or two-way spanning?
b. Draw the free-body diagram for the dead loads on beam BF and label the
magnitude of all loads.
c. Draw the free-body diagram for the dead loads on girder AD and label the
magnitude of all loads.
d. What is the axial load carried by column A?
Transcribed Image Text:10 ft
A
E
-5 ft-
B
F
-5 ft-
C
G
-5 ft-
D
Girder
(A=40in²)
IH
5 in thick
Normal
Weight
Concrete
Slab
Floor
Beams
(A=14in²)
Girder
(A=40in²)
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