1-Using the COD and equations and show your workFig. 1 shows the second floor concrete slab ofresidential building supported by four columnsand beams. The unit weight of the concrete is 24kN/m³. Assume the live load on the slab is 2.2kN/m².Assume values for X (2 m) and Y (6 m) such thatthe slab S2 (ABED) is One Way slab and theslab S1 (BCFE) is Two Way slab.1- Assume suitable thickness for the slabs S2(ABED) and S1 (BCFE).2- Assume a size for the beam AD3-Determine the total loading on the beam ADif 203 mm clay brick wall was built to a heightof 3 m.4-Design the slab S2 (ABED)5-Determine the load on the column at point Aand design the column for loading only andassume there is no eccentricity.YmDXm52EFig. 1Ym$1CLL

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sing the COD and equations and show your work 3. 1 shows the second floor concrete slab of sidential building supported by four columns nd beams. The unit weight of the concrete is 24 N/m³. Assume the live load on the slab is 2.2 N/m². ssume values for X (2 m) and Y (6 m) such that me slab S2 (ABED) is One Way slab and the ab S1 (BCFE) is Two Way slab. . Assume suitable thickness for the slabs S2 (ABED) and S1 (BCFE). - Assume a size for the beam AD Determine the total loading on the beam AD if 203 mm clay brick wall was built to a height of 3 m. Design the slab S2 (ABED) Determine the load on the column at point A and design the column for loading only and assume there is no eccentricity. Ym Xm 52 E Fig. 1 Ym $1 C F LL

sing the COD and equations and show your work 3. 1 shows the second floor concrete slab of sidential building supported by four columns nd beams. The unit weight of the concrete is 24 N/m³. Assume the live load on the slab is 2.2 N/m². ssume values for X (2 m) and Y (6 m) such that me slab S2 (ABED) is One Way slab and the ab S1 (BCFE) is Two Way slab. . Assume suitable thickness for the slabs S2 (ABED) and S1 (BCFE). - Assume a size for the beam AD Determine the total loading on the beam AD if 203 mm clay brick wall was built to a height of 3 m. Design the slab S2 (ABED) Determine the load on the column at point A and design the column for loading only and assume there is no eccentricity. Ym Xm 52 E Fig. 1 Ym $1 C F LL

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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