Timber Design Calculation In the design of a timber concrete composite floor using a prefabricated reinforced concrete, a 4 x 14-inch beam made from Select Structural Douglas Fir spanning 18.5 feet, will be used to support a 4-inch slab. The floor space will be used as an office space. The beam is supported on a 2 x 4-inch top plate. Lateral support is provided along the entirelength. Assume load combination 1.2DL + 1.6LL Instruction 1. Determine the maximum allowable load for the slab based on bending, 2. Check the beam capacity to resist shear stress and 3. Check the bearing capacity from maximum load. 4. Check the deflection in the beam using the limit L/240.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Structural Analysis Question. Calculate the following, show working.

Timber Design Calculation
In the design of a timber concrete composite floor using a prefabricated reinforced concrete, a
4 x 14-inch beam made from Select Structural Douglas Fir spanning 18.5 feet, will be used to
support a 4-inch slab. The floor space will be used as an office space.
The beam is supported on a 2 x 4-inch top plate. Lateral support is provided along the
entirelength. Assume load combination 1.2DL + 1.6LL
Instruction
1. Determine the maximum allowable load for the slab based on bending,
2. Check the beam capacity to resist shear stress and
3. Check the bearing capacity from maximum load.
4. Check the deflection in the beam using the limit L/240.
Transcribed Image Text:Timber Design Calculation In the design of a timber concrete composite floor using a prefabricated reinforced concrete, a 4 x 14-inch beam made from Select Structural Douglas Fir spanning 18.5 feet, will be used to support a 4-inch slab. The floor space will be used as an office space. The beam is supported on a 2 x 4-inch top plate. Lateral support is provided along the entirelength. Assume load combination 1.2DL + 1.6LL Instruction 1. Determine the maximum allowable load for the slab based on bending, 2. Check the beam capacity to resist shear stress and 3. Check the bearing capacity from maximum load. 4. Check the deflection in the beam using the limit L/240.
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