H.W: Draw a construction plan for this form.. Two - Way Slab Design slab for the floor beam system shown All colunns = 300 300 mm 5.8m All beams = 300 * 600 nm Live load-5.1 KN/m Deadload 0.785 KN/m² + slab weight + tiling 4cem = 25 MPa fy 400 MPa With brick wall around the perimeter of 1.2 m in height and 0.25 m in width 5.8m 5.8m 7.25m 7.25m 7.25m
H.W: Draw a construction plan for this form.. Two - Way Slab Design slab for the floor beam system shown All colunns = 300 300 mm 5.8m All beams = 300 * 600 nm Live load-5.1 KN/m Deadload 0.785 KN/m² + slab weight + tiling 4cem = 25 MPa fy 400 MPa With brick wall around the perimeter of 1.2 m in height and 0.25 m in width 5.8m 5.8m 7.25m 7.25m 7.25m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![H.W: Draw a construction plan for this form..
Two - Way Slab
Design slab for the floor beam system shown
All colunns 300 300 mm
All beams = 300 * 600 mm
Live load 5.1 KN/m
Dead load= 0.785 KN/m² +slab weight+ tiling 4 cm
= 25 MPa
fy 400 MPa
With brick wall around the perimeter
of 1.2 m in height and 0.25 m in width
5.8m
5.8m
5.8m
7.25m
7.25m
7.25m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2b68c3c7-8294-4447-9def-1f70bffb72fa%2F49484b3e-e23c-4eb1-a33d-ad3733bcd4db%2F1rrqdv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:H.W: Draw a construction plan for this form..
Two - Way Slab
Design slab for the floor beam system shown
All colunns 300 300 mm
All beams = 300 * 600 mm
Live load 5.1 KN/m
Dead load= 0.785 KN/m² +slab weight+ tiling 4 cm
= 25 MPa
fy 400 MPa
With brick wall around the perimeter
of 1.2 m in height and 0.25 m in width
5.8m
5.8m
5.8m
7.25m
7.25m
7.25m
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