Problem 1.6. The roof on the building in Fig. P1.1 has a slab that is 7 in. thick. The beams are 12 in. wide and have a total depth of 16 in., the bay dimensions are 19 ft in the X direction and 21 ft in the Y direction, and the superimposed service dead load is 6 psf. Calculate the slab factored load in psf and the beam factored load in klf given the roof snow load is 30 psf.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 1.6. The roof on the building in Fig. P1.1 has a slab that is 7 in. thick. The beams are
12 in. wide and have a total depth of 16 in., the bay dimensions are 19 ft in the X direction and
21 ft in the Y direction, and the superimposed service dead load is 6 psf. Calculate the slab
factored load in psf and the beam factored load in klf given the roof snow load is 30 psf.
Transcribed Image Text:Problem 1.6. The roof on the building in Fig. P1.1 has a slab that is 7 in. thick. The beams are 12 in. wide and have a total depth of 16 in., the bay dimensions are 19 ft in the X direction and 21 ft in the Y direction, and the superimposed service dead load is 6 psf. Calculate the slab factored load in psf and the beam factored load in klf given the roof snow load is 30 psf.
8)
-7 bays @y-yy":
A
Plan
-5-
-4-
-3-
-2-
Elevation
Fig. P1.1
-5 @ 12'-0"
4 bays@x'-xx
Transcribed Image Text:8) -7 bays @y-yy": A Plan -5- -4- -3- -2- Elevation Fig. P1.1 -5 @ 12'-0" 4 bays@x'-xx
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