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Use AREA MOMENT METHOD to Determine the following: (a) the slope at A, (b) the deflection at C. The cross-sectional area of the beam is shown. Use the table provided for the dimensions of the section. | 140 kN s0 kN - m s0 kN - m CV W410 X 46.1 -2.5 m 2.5 m

Use AREA MOMENT METHOD to Determine the following: (a) the slope at A, (b) the deflection at C. The cross-sectional area of the beam is shown. Use the table provided for the dimensions of the section. | 140 kN s0 kN - m s0 kN - m CV W410 X 46.1 -2.5 m 2.5 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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Use AREA MOMENT METHOD to Determine the following: (a) the slope at A, (b) the deflection at C. The cross-sectional area of the beam is shown. Use the table provided for the dimensions of the section. | 140 kN 80 kN - m s0 kN - m CV W410 × 46.1 -2.5 m - 2.5 m Flange Web Thick- Thick- Area Depth Width ness ness Designationt A, mm2 d, mm bf, mm tf, mm tw, mm W410 × 114 14600 419 262 19.3 11.6 85 10800 417 181 18.2 10.9 60 7610 406 178 12.8 7.75 46.1 5890 404 140 11.2 6.99 38.8 4950 399 140 8.76 6.35
Transcribed Image Text:Use AREA MOMENT METHOD to Determine the following: (a) the slope at A, (b) the deflection at C. The cross-sectional area of the beam is shown. Use the table provided for the dimensions of the section. | 140 kN 80 kN - m s0 kN - m CV W410 × 46.1 -2.5 m - 2.5 m Flange Web Thick- Thick- Area Depth Width ness ness Designationt A, mm2 d, mm bf, mm tf, mm tw, mm W410 × 114 14600 419 262 19.3 11.6 85 10800 417 181 18.2 10.9 60 7610 406 178 12.8 7.75 46.1 5890 404 140 11.2 6.99 38.8 4950 399 140 8.76 6.35
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