The steel floor framing shown is designed to support a reading room for a library area of a building. The set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm mortar bed as floor finish. Refer to the figures shown below. A 12.50- 125.00 12.50- -100.00 12.50 CROSS SECTION OF BEAM CD (Dimensions are in mm) 3m C 3m E 6m FLOOR FRAMING If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following: B D
The steel floor framing shown is designed to support a reading room for a library area of a building. The set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm mortar bed as floor finish. Refer to the figures shown below. A 12.50- 125.00 12.50- -100.00 12.50 CROSS SECTION OF BEAM CD (Dimensions are in mm) 3m C 3m E 6m FLOOR FRAMING If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following: B D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
What's the Shear and Moment Diagram of Beam CD?
![The steel floor framing shown is designed to support a reading room for a library area of a building. The
set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm
mortar bed as floor finish. Refer to the figures shown below.
-100.00-
A
6m
12.50-
3m
125.00
12.50
3m
E
12.50
CROSS SECTION OF BEAM CD
FLOOR FRAMING
(Dimensions are in mm)
If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9968dd60-f41b-49b6-ac7a-8e7439b9a44b%2F868f044d-f88c-4b3a-880e-1cd8bb5ad91d%2Fru0zazq_processed.png&w=3840&q=75)
Transcribed Image Text:The steel floor framing shown is designed to support a reading room for a library area of a building. The
set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm
mortar bed as floor finish. Refer to the figures shown below.
-100.00-
A
6m
12.50-
3m
125.00
12.50
3m
E
12.50
CROSS SECTION OF BEAM CD
FLOOR FRAMING
(Dimensions are in mm)
If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following:
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