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Concrete strength of fck should be used. Reinforcement grade of fy should be used. Preliminary section should be selected as rectangular width (b) x depth (h) (mm). • A sketch of the final cross-section details should be shown ● ● Steps: Design of concrete beam: 1. Design loads 2. Design moments and shear 3. Concrete cover 4. Flexural reinforcement and details (inc. drawing) 5. Check for ductility 6. Shear reinforcement L (m) 2 (m) 4.55 22.2 Structural Data H (m) t (mm) 3.3 122 Beam Strength Column Strength fa (MPa) f, (MPa) fa (MPa) , (MPa G (kPa)| Q(kPa) 3.55 4.55 25.5 472 30.5 472

Concrete strength of fck should be used. Reinforcement grade of fy should be used. Preliminary section should be selected as rectangular width (b) x depth (h) (mm). • A sketch of the final cross-section details should be shown ● ● Steps: Design of concrete beam: 1. Design loads 2. Design moments and shear 3. Concrete cover 4. Flexural reinforcement and details (inc. drawing) 5. Check for ductility 6. Shear reinforcement L (m) 2 (m) 4.55 22.2 Structural Data H (m) t (mm) 3.3 122 Beam Strength Column Strength fa (MPa) f, (MPa) fa (MPa) , (MPa G (kPa)| Q(kPa) 3.55 4.55 25.5 472 30.5 472

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(b) Design the Beam B-B for the maximum sagging section only. Your design should consider the ultimate limit state and serviceability limit state, and the following points: • Concrete strength of fek Should be used. Reinforcement grade of fy should be used. Preliminary section should be selected as rectangular width (b) x depth (h) (mm). • A sketch of the final cross-section details should be shown Steps: Design of concrete beam: Structural Data Beam Strngth Column Stergth Colum Strength 1. Design loads 2. Design moments and shear 222 33 122 3.55 455 25.5 472 305 472 3. Concrete cover 4. Flexural reinforcement and details (inc. drawing) 5. Check for ductility 6. Shear reinforcement 7. Span/depth calculation 8. Serviceability check
Transcribed Image Text:(b) Design the Beam B-B for the maximum sagging section only. Your design should consider the ultimate limit state and serviceability limit state, and the following points: • Concrete strength of fek Should be used. Reinforcement grade of fy should be used. Preliminary section should be selected as rectangular width (b) x depth (h) (mm). • A sketch of the final cross-section details should be shown Steps: Design of concrete beam: Structural Data Beam Strngth Column Stergth Colum Strength 1. Design loads 2. Design moments and shear 222 33 122 3.55 455 25.5 472 305 472 3. Concrete cover 4. Flexural reinforcement and details (inc. drawing) 5. Check for ductility 6. Shear reinforcement 7. Span/depth calculation 8. Serviceability check
Figure 1 shows the plan view of an exhibition hall with dimensions L, x L2. The structure is to be constructed in a coastal region which will be exposed to mostly mild environmental conditions, and should provide a 1.5 hour fire resistance. It is known that the underlying foundation soil contains sulfate and other organic compounds. The layout of the structure consists of portal frames which are spaced evenly along the L; direction. The frames are to support a slab of thickness (t) that will cover the full area of the hall plan. The dead and live loads applied on the slab are G and Q (kPa), respectively. Figure 2 shows the elevation view of Frames B and D. All columns have a floor-to-floor height (H) and are monolithically connected to the beams. Columns are also fixed to the foundation at the base, and it may be assumed that all frames are fully braced. в с D E F А в с D E FG Figure 1: Plan of exhibition hall. D D1 D2 D3 L1 L1/2 L1/2 Figure 2: Elevation of Frames B and D. B.
Transcribed Image Text:Figure 1 shows the plan view of an exhibition hall with dimensions L, x L2. The structure is to be constructed in a coastal region which will be exposed to mostly mild environmental conditions, and should provide a 1.5 hour fire resistance. It is known that the underlying foundation soil contains sulfate and other organic compounds. The layout of the structure consists of portal frames which are spaced evenly along the L; direction. The frames are to support a slab of thickness (t) that will cover the full area of the hall plan. The dead and live loads applied on the slab are G and Q (kPa), respectively. Figure 2 shows the elevation view of Frames B and D. All columns have a floor-to-floor height (H) and are monolithically connected to the beams. Columns are also fixed to the foundation at the base, and it may be assumed that all frames are fully braced. в с D E F А в с D E FG Figure 1: Plan of exhibition hall. D D1 D2 D3 L1 L1/2 L1/2 Figure 2: Elevation of Frames B and D. B.
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