Figure 2 below shows an L-shaped steel in one of the numerous steel-sections of the high-rise Tun Razak Exchange Tower in Kuala Lumpur. Replace all the loadings with an equivalent resultant force and couple moments on point B and; (a) Find the resultant force systems. (b) Calculate the direction angles of the resultant force systems. (c) Determine the resultant moment at point B. (d) In your own words, explain and discuss what an equivalent system is. 50N/m 50N/m B 4m 6m 100N/m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Figure 2 below shows an L-shaped steel in one of the numerous steel-sections of the
high-rise Tun Razak Exchange Tower in Kuala Lumpur. Replace all the loadings with
an equivalent resultant force and couple moments on point B and;
(a) Find the resultant force systems.
(b) Calculate the direction angles of the resultant force systems.
(c) Determine the resultant moment at point B.
(d) In your own words, explain and discuss what an equivalent system is.
50N/m
50N/m
4m
6m
100N/m.
60°
Figure 2
Transcribed Image Text:Figure 2 below shows an L-shaped steel in one of the numerous steel-sections of the high-rise Tun Razak Exchange Tower in Kuala Lumpur. Replace all the loadings with an equivalent resultant force and couple moments on point B and; (a) Find the resultant force systems. (b) Calculate the direction angles of the resultant force systems. (c) Determine the resultant moment at point B. (d) In your own words, explain and discuss what an equivalent system is. 50N/m 50N/m 4m 6m 100N/m. 60° Figure 2
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