answer untill step 4 only Please I need clear Answer with full details. DO NOT COPPY THE ANSWER IF YOU DO NOT WANT TO ANSWER MY QUESTION, DO NOT REJECTED IT. SOMEONE ELSE WILL SOLVE IT If you are copy from other websites solution I will give you down vote (b) Design the Beam B-B for the maximum sagging section only. Your design should consider the ultimatelimit 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 shownSteps:Design of concrete beam:Structural DataBeam Strngth Column StergthColum Strength1. Design loads2. Design moments and shear222 33122 3.55 455 25.5472 3054723. Concrete cover4. Flexural reinforcement and details (inc. drawing)5. Check for ductility6. Shear reinforcement7. Span/depth calculation8. Serviceability check Figure 1 shows the plan view of an exhibition hall with dimensions L, x L2. The structure is to beconstructed in a coastal region which will be exposed to mostly mild environmental conditions, and shouldprovide a 1.5 hour fire resistance. It is known that the underlying foundation soil contains sulfate andother organic compounds.The layout of the structure consists of portal frames which are spaced evenly along the L; direction. Theframes are to support a slab of thickness (t) that will cover the full area of the hall plan. The dead and liveloads 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 aremonolithically connected to the beams. Columns are also fixed to the foundation at the base, and it maybe assumed that all frames are fully braced.в с D E FА в с D E FGFigure 1: Plan of exhibition hall.DD1D2D3L1L1/2L1/2Figure 2: Elevation of Frames B and D.B.

L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy=472 MpaTo design- 1) Loads2) Design…

(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 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 ● ● ●

(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 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 ● ● ●

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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