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6 homework.pdf 11:54 H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover 20mm,use 412 mm bars.beams (400×700mm) Use f-35 Mpa, f=480 Mpa, Files 29 kN/m and Yolaser 20 kN/m. = => H.W2: Design the one way slabs only of the building shown below. The slab carry live load kN/m² and dead load- 4 kN/m² with self weight.Clear cover-20mm,use 612 mm bars, f'e=30 Mpa, fy420 Mpa. The slab is supported on the Columns (400x600mm). 10m a 14 m

6 homework.pdf 11:54 H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover 20mm,use 412 mm bars.beams (400×700mm) Use f-35 Mpa, f=480 Mpa, Files 29 kN/m and Yolaser 20 kN/m. = => H.W2: Design the one way slabs only of the building shown below. The slab carry live load kN/m² and dead load- 4 kN/m² with self weight.Clear cover-20mm,use 612 mm bars, f'e=30 Mpa, fy420 Mpa. The slab is supported on the Columns (400x600mm). 10m a 14 m

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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6 homework.pdf 11:54 H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover 20mm,use 412 mm bars.beams (400×700mm) Use f-35 Mpa, f=480 Mpa, Files 29 kN/m and Yolaser 20 kN/m. = => H.W2: Design the one way slabs only of the building shown below. The slab carry live load kN/m² and dead load- 4 kN/m² with self weight.Clear cover-20mm,use 612 mm bars, f'e=30 Mpa, fy420 Mpa. The slab is supported on the Columns (400x600mm). 10m a 14 m
Transcribed Image Text:6 homework.pdf 11:54 H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover 20mm,use 412 mm bars.beams (400×700mm) Use f-35 Mpa, f=480 Mpa, Files 29 kN/m and Yolaser 20 kN/m. = => H.W2: Design the one way slabs only of the building shown below. The slab carry live load kN/m² and dead load- 4 kN/m² with self weight.Clear cover-20mm,use 612 mm bars, f'e=30 Mpa, fy420 Mpa. The slab is supported on the Columns (400x600mm). 10m a 14 m
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