Requirement: Check the adequacy of the following: 1. Beam 200 mm x 300 mm For Flexure, Shear, and Deflection Given: 1. Combined dead load and live load = 4.88 kPa (excluding the weight of beam and girder) 2. Weight of wood = 7.5 kN/m3 3. Fb = 13 MPa 4. Fv = 1.36 MPa 5. E = 11030 MPa 6. Allowable deflection = 1/360 of the span
Requirement: Check the adequacy of the following: 1. Beam 200 mm x 300 mm For Flexure, Shear, and Deflection Given: 1. Combined dead load and live load = 4.88 kPa (excluding the weight of beam and girder) 2. Weight of wood = 7.5 kN/m3 3. Fb = 13 MPa 4. Fv = 1.36 MPa 5. E = 11030 MPa 6. Allowable deflection = 1/360 of the span
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Requirement:
Check the adequacy of the following:
1. Beam 200 mm x 300 mm
For Flexure, Shear, and Deflection
Given:
1. Combined dead load and live load = 4.88 kPa (excluding the weight of beam and girder)
2. Weight of wood = 7.5 kN/m3
3. Fb = 13 MPa
4. Fv = 1.36 MPa
5. E = 11030 MPa
6. Allowable deflection = 1/360 of the span
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