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T T S /G A: A (RC Frame) A (Brick Infill) A H

This document contains technical specifications and load calculations for the structural design of a building. It lists dimensions, materials, loads, and other parameters needed to analyze and design the building's reinforced concrete frame, masonry infills, and foundation. Calculations are shown for zone factor, seismic coefficient, floor loads, member forces, base shear, and seismic weight at each level.

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11 views2 pages

T T S /G A: A (RC Frame) A (Brick Infill) A H

This document contains technical specifications and load calculations for the structural design of a building. It lists dimensions, materials, loads, and other parameters needed to analyze and design the building's reinforced concrete frame, masonry infills, and foundation. Calculations are shown for zone factor, seismic coefficient, floor loads, member forces, base shear, and seismic weight at each level.

Uploaded by

asluznet
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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Zone Factor = 0.

36 Floor hi Wi
Importance factor = 1 1 4.5 3837.61
R = 5 2 7.5 3358.69
Height = 16.6 m 3 10.5 3358.69
T a (RC frame) = 0.6168 sec 4 13.5 3358.69
T a (brick infill) = 5 16.5 2400.84
S a /g = 2.2049
Ah = 0.0794
Concrete Density = 25 First floor
Column breadth 450 mm Beam 675 kN
Column depth = 450 mm Column 474.609 kN
Beam breadth = 300 mm Slab 1536 kN
Beam depth 450 mm 2nd, 3rd, 4rth floor
Slab thick for floor = 120 mm Beam 675 kN
Slab thick for roof = 120 mm Column 379.688 kN
Storey height = 3 m Slab 1536 kN
Foundation depth = 1.5 m
No. of Bay along X = 4
No. of Bay along Y = 4
c/c b/w col along X = 6 m
c/c b/w col along y = 4 m
Total beam length = 200 m
FF = 1 kN/m2
LL = 4 kN/m2
FF = 384 kN
LL = 768 kN
W1 = 3837.6 kN
W2 = 3358.7 kN
W3 = 3358.7 kN
W4 = 3358.7 kN
W5 = 2400.8 kN
Total W = 16315 kN
Base Shear = 16315 kN
Wihi2 Qi
77711.6 666.339
188926 1619.95
370295 3175.1
612121 5248.64
653630 5604.56
1902684

Roof Floor Ht
Beam 675 kN first floor 3.75 m
Column 189.844 kN roof 1.5 m
Slab 1152 kN

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