Calculate the Load on Column in the diagrams. NOTE: Column Size, b x d = 457.2 mm x 609.6 mm (18 x 24 inch) Beam Size, b x d = 305 x 610mm (12 x 24inch) H=462mm B= 0.4h = 185mm Effective span, L = 6m Fck, = 20 N/mm2 Fyk, =500 N/mm2 Slab Effective span, L = 2m b = 6m Estimated thickness considering, h= 2000/26 = 76.92mm Use h,= 100mm Fck = 30 N/mm2 Fyk =500 N/mm2 Unit weight of RC = 25 kN/m3 Size BRC= 12mm Spacing bar = 200 mm2/m
Calculate the Load on Column in the diagrams. NOTE: Column Size, b x d = 457.2 mm x 609.6 mm (18 x 24 inch) Beam Size, b x d = 305 x 610mm (12 x 24inch) H=462mm B= 0.4h = 185mm Effective span, L = 6m Fck, = 20 N/mm2 Fyk, =500 N/mm2 Slab Effective span, L = 2m b = 6m Estimated thickness considering, h= 2000/26 = 76.92mm Use h,= 100mm Fck = 30 N/mm2 Fyk =500 N/mm2 Unit weight of RC = 25 kN/m3 Size BRC= 12mm Spacing bar = 200 mm2/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Calculate the Load on Column in the diagrams.
NOTE:
Column
Size, b x d = 457.2 mm x 609.6 mm (18 x 24 inch)
Beam
Size, b x d = 305 x 610mm (12 x 24inch)
H=462mm
B= 0.4h = 185mm
Effective span, L = 6m
Fck, = 20 N/mm2
Fyk, =500 N/mm2
Slab
Effective span, L = 2m
b = 6m
Estimated thickness considering, h= 2000/26 = 76.92mm
Use h,= 100mm
Fck = 30 N/mm2
Fyk =500 N/mm2
Unit weight of RC = 25 kN/m3
Size BRC= 12mm
Spacing bar = 200 mm2/m
Transcribed Image Text:7 m
m.
5 m
4 m
Transcribed Image Text:-1 m.
5 m
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