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STRUCTURAL MEMBERS SLAB B (m) 8 8 5.3 4.5 4 Slab 1 Slab 2 Slab 3 Slab 4 Slab 5 BEAMS Grid A Grid B Grid C Grid 1 Grid 2 Grid 3 Grid 4 1.B 2-4 I.BA-C Grid -4A Grid -4 AB Grid -4 BC COLUMNS C 1A 0.25 0.25 0.25 0.25 0.2 0.25 0.25 0.3 0.3 0.2 0.2 0.25 0.3 H (m) 4.7 3 3.8 2 1.66 0.4 0.4 0.4 0.4 0.35 0.4 0.4 0.4 0.4 0.35 0.35 0.4 0.3 BUILDING WEIGHT CALCULATION L (m) 0.15 0.15 0.15 0.15 0.15 11.5 13.5 13.16 8 8 8 8 6.8 8 2 4.5 4 2.6 Quantity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 d Unit 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ ... 3 Weight 208.078 KN 132.816 KN 111.455 KN 49.806 KN 36.7458 KN 27.294 KN 32.006 KN 31.205 KN 19.048 KN 13.3336 KN 19.048 KN 19.048 KN 19.465 KN 22.8576 KN 3.4384 KN 7.5614 KN 9.624 KN 5.69304 KN C Unit X 4 4 2.65 2 4 0 4 8 4 4 4 4 5.3 4 4 4 6 0 SECOND FLOOR Wx Wy y 2.35 832.314 488.984 531.264 511.342 295.355 640.865 3.85 5.75 6.75 99.612 336.191 6.58 146.983 241.787 5.75 6.75 6.58 0 4 4 11.5 3.4 4 12.5 12.5 12.33 0 0 156.941 0 128.024 216.041 249.64 205.329 76.192 53.3344 53.3344 76.192 76.192 76.192 219.052 103.164 66.1809 91.4304 91.4304 13.7536 42.98 30.2456 94.5175 57.744 118.664 0 0 1 (2) 3 4 A 34 C4 83 84 CS 83 4.000 84 56 66 B3 83 B 8000 83 84 B3 B4 C3 C3 82 82 4.000 B4 86 B6 B3 B3 87 83 B4 C 83 84 C4 C4 C3 C4

STRUCTURAL MEMBERS SLAB B (m) 8 8 5.3 4.5 4 Slab 1 Slab 2 Slab 3 Slab 4 Slab 5 BEAMS Grid A Grid B Grid C Grid 1 Grid 2 Grid 3 Grid 4 1.B 2-4 I.BA-C Grid -4A Grid -4 AB Grid -4 BC COLUMNS C 1A 0.25 0.25 0.25 0.25 0.2 0.25 0.25 0.3 0.3 0.2 0.2 0.25 0.3 H (m) 4.7 3 3.8 2 1.66 0.4 0.4 0.4 0.4 0.35 0.4 0.4 0.4 0.4 0.35 0.35 0.4 0.3 BUILDING WEIGHT CALCULATION L (m) 0.15 0.15 0.15 0.15 0.15 11.5 13.5 13.16 8 8 8 8 6.8 8 2 4.5 4 2.6 Quantity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 d Unit 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ ... 3 Weight 208.078 KN 132.816 KN 111.455 KN 49.806 KN 36.7458 KN 27.294 KN 32.006 KN 31.205 KN 19.048 KN 13.3336 KN 19.048 KN 19.048 KN 19.465 KN 22.8576 KN 3.4384 KN 7.5614 KN 9.624 KN 5.69304 KN C Unit X 4 4 2.65 2 4 0 4 8 4 4 4 4 5.3 4 4 4 6 0 SECOND FLOOR Wx Wy y 2.35 832.314 488.984 531.264 511.342 295.355 640.865 3.85 5.75 6.75 99.612 336.191 6.58 146.983 241.787 5.75 6.75 6.58 0 4 4 11.5 3.4 4 12.5 12.5 12.33 0 0 156.941 0 128.024 216.041 249.64 205.329 76.192 53.3344 53.3344 76.192 76.192 76.192 219.052 103.164 66.1809 91.4304 91.4304 13.7536 42.98 30.2456 94.5175 57.744 118.664 0 0 1 (2) 3 4 A 34 C4 83 84 CS 83 4.000 84 56 66 B3 83 B 8000 83 84 B3 B4 C3 C3 82 82 4.000 B4 86 B6 B3 B3 87 83 B4 C 83 84 C4 C4 C3 C4

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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How did they get x and y values

STRUCTURAL MEMBERS SLAB B (m) 8 8 5.3 4.5 4 Slab 1 Slab 2 Slab 3 Slab 4 Slab 5 BEAMS Grid A Grid B Grid C Grid 1 Grid 2 Grid 3 Grid 4 I.B 2-4 I.B A-C Grid -4A Grid -4 AB Grid -4 BC COLUMNS C 1A CAD 0.25 0.25 0.25 0.25 0.2 0.25 0.25 0.3 0.3 0.2 0.2 0.25 0.3 H (m) 4.7 3 3.8 2 1.66 0.4 0.4 0.4 0.4 0.35 0.4 0.4 0.4 0.4 0.35 0.35 0.4 0.3 BUILDING WEIGHT CALCULATION L (m) 0.15 0.15 0.15 0.15 0.15 11.5 13.5 13.16 8 8 8 8 6.8 8 2 4.5 4 2.6 20 Quantity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A d Unit 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 3 3 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 3350 LA 3 Weight 208.078 KN 132.816 kN 111.455 KN 49.806 KN 36.7458 KN 27.294 KN 32.006 KN 31.205 kN 19.048 KN 13.3336 KN 19.048 KN 19.048 KN 19.465 kN 22.8576 kN 3.4384 KN 7.5614 KN 9.624 KN 5.69304 kN 5 COROMIN Unit X 4 4 2.65 2 4 0 4 8 4 4 4 4 5.3 4 4 4 6 0 SECOND FLOOR y Wx Wy 832.314 488.984 531.264 511.342 2.35 3.85 5.75 6.75 99.612 336.191 295.355 640.865 6.58 146.983 241.787 5.75 6.75 6.58 0 156.941 128.024 216.041 249.64 205.329 0 0 4 76.192 53.3344 53.3344 76.192 76.192 76.192 219.052 103.164 66.1809 4 91.4304 91.4304 12.5 13.7536 42.98 12.5 30.2456 94.5175 12.33 57.744 4 11.5 3.4 118.664 0 33 0 ܟܟܒܒ 0 1 2 3 4 8 N A B4 C4 B3 B4 B3 4.000 B4 B6 B6 63 B3 B 8.000 B3 84 B3 B4 C3 C3 C3 B2 B2 4.000 B4 B6 B6 B3 B3 B7 83 C B4 B3 B4 C4 C4 C3 C4
Transcribed Image Text:STRUCTURAL MEMBERS SLAB B (m) 8 8 5.3 4.5 4 Slab 1 Slab 2 Slab 3 Slab 4 Slab 5 BEAMS Grid A Grid B Grid C Grid 1 Grid 2 Grid 3 Grid 4 I.B 2-4 I.B A-C Grid -4A Grid -4 AB Grid -4 BC COLUMNS C 1A CAD 0.25 0.25 0.25 0.25 0.2 0.25 0.25 0.3 0.3 0.2 0.2 0.25 0.3 H (m) 4.7 3 3.8 2 1.66 0.4 0.4 0.4 0.4 0.35 0.4 0.4 0.4 0.4 0.35 0.35 0.4 0.3 BUILDING WEIGHT CALCULATION L (m) 0.15 0.15 0.15 0.15 0.15 11.5 13.5 13.16 8 8 8 8 6.8 8 2 4.5 4 2.6 20 Quantity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A d Unit 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 3 3 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 3 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 23.56 kN/m³ 3 23.56 kN/m³ 23.56 kN/m³ 3350 LA 3 Weight 208.078 KN 132.816 kN 111.455 KN 49.806 KN 36.7458 KN 27.294 KN 32.006 KN 31.205 kN 19.048 KN 13.3336 KN 19.048 KN 19.048 KN 19.465 kN 22.8576 kN 3.4384 KN 7.5614 KN 9.624 KN 5.69304 kN 5 COROMIN Unit X 4 4 2.65 2 4 0 4 8 4 4 4 4 5.3 4 4 4 6 0 SECOND FLOOR y Wx Wy 832.314 488.984 531.264 511.342 2.35 3.85 5.75 6.75 99.612 336.191 295.355 640.865 6.58 146.983 241.787 5.75 6.75 6.58 0 156.941 128.024 216.041 249.64 205.329 0 0 4 76.192 53.3344 53.3344 76.192 76.192 76.192 219.052 103.164 66.1809 4 91.4304 91.4304 12.5 13.7536 42.98 12.5 30.2456 94.5175 12.33 57.744 4 11.5 3.4 118.664 0 33 0 ܟܟܒܒ 0 1 2 3 4 8 N A B4 C4 B3 B4 B3 4.000 B4 B6 B6 63 B3 B 8.000 B3 84 B3 B4 C3 C3 C3 B2 B2 4.000 B4 B6 B6 B3 B3 B7 83 C B4 B3 B4 C4 C4 C3 C4
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