Lecture 6 Structural Design

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BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 – Structural Design
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 1 / 11 Structural Design • Structural Design for Gravity Loads - Design using CMHC Handbook - WoodWorks Design Office • • Structural Design for Lateral Loads - Wind loads, Earthquake loads - Wood Shear Wall
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 2 / 11 Sizing built-up wood beams Select two built-up beam sections that can satisfy the following conditions: 1. One-storey brick veneer house 2. Beam supporting main floor only 3. Supported joist length is 12’ (3.6 m) 4. Beam span is 13’ (4 m) 5. Grade of wood: SPF No.2 Use Table 15 of CMHC Handbook, acceptable beams are: • 5-2”x10” (5-38x235 mm) or • 4-2”x12” (4-38x286 mm)
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BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 3 / 11 WoodWorks Model – Floor Plan
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 4 / 11 WoodWorks Model – Roof Plan
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 5 / 11 Lateral loads: Wind, Earthquake • Design lateral resistant system: Shear wall, bracing, diaphragm • Soft framing ► Tributary area • Rigid framing ► Distributed by stiffness
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BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 6 / 11 Lateral loads: Wind Main structure / secondary structure (red part) For most low rise rectangular shape building : • Check if the criteria is satisfied to apply static procedure. • Check the condition to use the figure or equation. Structural commentaries (User’s guide – NBC 2015)
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 Lateral loads: Wind Figure 4.1.7.6.-A (NBC 2015) http://www.jabacus.com/engineering/c_load2015_index.php ? ?
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 8 / 11 Lateral loads: Wind
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BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 9 / 11 Wind load analysis Apply the pressure P ULS/SLS on each surface
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 10 / 11 Wind load analysis
BLDG / CIVI 390 Building / Civil Engineering Design Project Lecture 6 11 / 11 Earthquake load: Equivalent Static Analysis • Soft framing ► Tributary area
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