A truss tower is subjected to the following (unfactored) actions as shown in Figure 2. All supports are assumed to be pinned. Wind load: WL = 5kN Imposed load: IL = 20KN Dead load of the tower transferred to the left-leg: DLL = 25kN Dead load of the tower transferred to the right-leg: DLR = 25kN Dead load of the cantilever part (applied at the center of the cantilever pane): DLc = 10kN Calculate the factored design reactions of the foundations for the two legs (i.e., the maximum upward and downward reactions). I WL WL WL DLL 1 DLC DLR All panes 4 m square Figure 2 IL

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 2
A truss tower is subjected to the following (unfactored) actions as shown in Figure 2. All supports are
assumed to be pinned.
Wind load: WL = 5kN
Imposed load: IL = 20KN
Dead load of the tower transferred to the left-leg: DL₁ = 25kN
Dead load of the tower transferred to the right-leg: DLR = 25kN
Dead load of the cantilever part (applied at the center of the cantilever pane): DLc = 10kN
Calculate the factored design reactions of the foundations for the two legs (i.e., the maximum upward
and downward reactions).
WL
WL
WL
DLL
1
DLC
DLR
All panes 4 m square
Figure 2
↓
IL
Transcribed Image Text:Question 2 A truss tower is subjected to the following (unfactored) actions as shown in Figure 2. All supports are assumed to be pinned. Wind load: WL = 5kN Imposed load: IL = 20KN Dead load of the tower transferred to the left-leg: DL₁ = 25kN Dead load of the tower transferred to the right-leg: DLR = 25kN Dead load of the cantilever part (applied at the center of the cantilever pane): DLc = 10kN Calculate the factored design reactions of the foundations for the two legs (i.e., the maximum upward and downward reactions). WL WL WL DLL 1 DLC DLR All panes 4 m square Figure 2 ↓ IL
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