1. Draw the shear and moment diagram of the following beams. Use English Units. [13.35 kN] 3000 b 1 [12m] NE [1.2m] 6000 lb [26.7 kN] [18 m] 10,000 b [44.5 kN] [12m] R₂

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Draw the shear and moment diagram of the following beams. Use English Units.
[13.35 kN]
3000 b
[1.2m]
[4.45 kN]
1000 lb
2000 lb
[8.9 kN]
[1.2m]
6000 lb
[26.7 kN]
+
TR₁
2¹
[12m] 0.6m
[13.35 kN]
3000 lb
10,000 lb
[44.5 kN]
[1.8 m]
T
[1.8 m]
6000 lb
[26.7 kN]
2
5'
[rasm³ (12m] [106m (1.5m)
[8.90 KN] [22.24 kN)[17.80KN] [35.58 kN]
8000 lb
2000 lb 5000 b 4000 lb
3'
0.9m)
4'
3'
[1.2 m] [0.9m]
[22.24 kN)
5000 lb
[2.4 m]
W 12,000 lb [53.4 kN]
[2.22 kN] [2.67 kN] [1.78 kN]
500 lb 600 lb 400 b
▬▬▬▬▬▬▬
[12m]
5'
[1.5m]
[1.2 m]
R₂
[1.2 m]
[2.22 kN]
500 lb
5'
[1.5 m
3°
[0.9 m]
200 lb/ft (2.92 kN/m
Transcribed Image Text:1. Draw the shear and moment diagram of the following beams. Use English Units. [13.35 kN] 3000 b [1.2m] [4.45 kN] 1000 lb 2000 lb [8.9 kN] [1.2m] 6000 lb [26.7 kN] + TR₁ 2¹ [12m] 0.6m [13.35 kN] 3000 lb 10,000 lb [44.5 kN] [1.8 m] T [1.8 m] 6000 lb [26.7 kN] 2 5' [rasm³ (12m] [106m (1.5m) [8.90 KN] [22.24 kN)[17.80KN] [35.58 kN] 8000 lb 2000 lb 5000 b 4000 lb 3' 0.9m) 4' 3' [1.2 m] [0.9m] [22.24 kN) 5000 lb [2.4 m] W 12,000 lb [53.4 kN] [2.22 kN] [2.67 kN] [1.78 kN] 500 lb 600 lb 400 b ▬▬▬▬▬▬▬ [12m] 5' [1.5m] [1.2 m] R₂ [1.2 m] [2.22 kN] 500 lb 5' [1.5 m 3° [0.9 m] 200 lb/ft (2.92 kN/m
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