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8700 a. Estimate the size of the foundation/footing under assigned column using LOAD TAKE DOWN method and the following parameters: The building is a 5-storey building. The Floor framing plan is typical for all floors and ground floor slab is resting on ground. Floor to floor elevation is 3.5m typical for all levels above ground. All columns are 500x500, girders are 250x500mm, intermediate beams are 250x400mm. Slab thickness is 150mm for all floors. Assume thickness of footing to be equal to the minimum dimension of columns. Depth of footing is 2.5 meters below Natural Grade Line. Unit weight of Concrete = 23.6 kN/m³ Allowable Soil Bearing Capacity = 350 kPa Earthquake and Wind Load Factor = 1.2 Superimposed Dead Load = 3.5 kPa Live Load = 3.35 kPa 5000 5000 4500 002 1250 2100 2100 LI 15000 5000 مین سین TA

8700 a. Estimate the size of the foundation/footing under assigned column using LOAD TAKE DOWN method and the following parameters: The building is a 5-storey building. The Floor framing plan is typical for all floors and ground floor slab is resting on ground. Floor to floor elevation is 3.5m typical for all levels above ground. All columns are 500x500, girders are 250x500mm, intermediate beams are 250x400mm. Slab thickness is 150mm for all floors. Assume thickness of footing to be equal to the minimum dimension of columns. Depth of footing is 2.5 meters below Natural Grade Line. Unit weight of Concrete = 23.6 kN/m³ Allowable Soil Bearing Capacity = 350 kPa Earthquake and Wind Load Factor = 1.2 Superimposed Dead Load = 3.5 kPa Live Load = 3.35 kPa 5000 5000 4500 002 1250 2100 2100 LI 15000 5000 مین سین TA

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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Estimate the size of the foundation/footing under assigned column using LOAD TAKE DOWN method and the following parameters: The building is a 5-storey building. The Floor framing plan is typical for all floors and ground floor slab is resting on ground. Floor to floor elevation is 3.5m above ground. All columns are 500x500, girders are 300x500mm, intermediate beams are 250x450mm. Slab thickness is 150mm for all floors. Assume thickness of footing to be equal to the minimum dimension of columns. Depth of footing is 2.5 meters below Natural Grade Line. 

Unit weight of Concrete = 23.6 kN/m3
Allowable Soil Bearing Capacity = 350 kPa
Earthquake and Wind Load Factor = 1.2 
Superimposed Dead Load= 3.5 kPa
Live Load= 3.35 kPa

8700 a. Estimate the size of the foundation/footing under assigned column using LOAD TAKE DOWN method and the following parameters: The building is a 5-storey building. The Floor framing plan is typical for all floors and ground floor slab is resting on ground. Floor to floor elevation is 3.5m typical for all levels above ground. All columns are 500x500, girders are 250x500mm, intermediate beams are 250x400mm. Slab thickness is 150mm for all floors. Assume thickness of footing to be equal to the minimum dimension of columns. Depth of footing is 2.5 meters below Natural Grade Line. Unit weight of Concrete = 23.6 kN/m³ Allowable Soil Bearing Capacity = 350 kPa Earthquake and Wind Load Factor = 1.2 Superimposed Dead Load = 3.5 kPa Live Load = 3.35 kPa 5000 5000 000 429 1250 2100 2100 LI 15000 5000 www سین TA
Transcribed Image Text:8700 a. Estimate the size of the foundation/footing under assigned column using LOAD TAKE DOWN method and the following parameters: The building is a 5-storey building. The Floor framing plan is typical for all floors and ground floor slab is resting on ground. Floor to floor elevation is 3.5m typical for all levels above ground. All columns are 500x500, girders are 250x500mm, intermediate beams are 250x400mm. Slab thickness is 150mm for all floors. Assume thickness of footing to be equal to the minimum dimension of columns. Depth of footing is 2.5 meters below Natural Grade Line. Unit weight of Concrete = 23.6 kN/m³ Allowable Soil Bearing Capacity = 350 kPa Earthquake and Wind Load Factor = 1.2 Superimposed Dead Load = 3.5 kPa Live Load = 3.35 kPa 5000 5000 000 429 1250 2100 2100 LI 15000 5000 www سین TA
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