building and supports an 8-inch thick reinforced concrete slab. Your tasks are to: a) Sketch the loading diagrams for beam B2 and girder G1. b) Determine the load on column B1. Consider both the dead load and the live load. The unit weight of reinforced concrete is 150 pcf, and the live load intensity for the office is 50 psf. Hint: To compute the total area load acting on the floor framing system, add the dead area load (slab weight per area) and the live area load. A B 30 ft 30 ft 1 B2 15 ft B1 5 15 ft 2 15 ft
building and supports an 8-inch thick reinforced concrete slab. Your tasks are to: a) Sketch the loading diagrams for beam B2 and girder G1. b) Determine the load on column B1. Consider both the dead load and the live load. The unit weight of reinforced concrete is 150 pcf, and the live load intensity for the office is 50 psf. Hint: To compute the total area load acting on the floor framing system, add the dead area load (slab weight per area) and the live area load. A B 30 ft 30 ft 1 B2 15 ft B1 5 15 ft 2 15 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The floor framing system shown in Figure 2 is used in an office building and supports an 8-inch thick reinforced concrete slab. Your tasks are to:
Transcribed Image Text:building and supports an 8-inch thick reinforced concrete slab. Your tasks are to:
a) Sketch the loading diagrams for beam B2 and girder G1.
b) Determine the load on column B1.
Consider both the dead load and the live load. The unit weight of reinforced
concrete is 150 pcf, and the live load intensity for the office is 50 psf.
Hint: To compute the total area load acting on the floor framing system, add the
dead area load (slab weight per area) and the live area load.
A
B
30 ft
30 ft
1
B2
15 ft
B1
5
15 ft
2
15 ft
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