[71.2 KN) [53.4 kN] 12 k 16,000 Ib 6' [1.8m] 10" 10' [3.0 m) [3.0 m] [2.4 m] 200 b/1t [2.92 kN/m) A2 (a) (d) [44.5 kN) 10 kips 14' 2' 3' 5' (4.2 m] [0.6 m)) [0.9 m] [1.6 m] 750 Ib/11 [10.94 kN/m] R2 200 ib/ft 500 Ib/ft [2.92 kN/m] [7.3 kN/m] Re (b) (e) [1.78 kN} [4.0 kN] 900 Ib 5" [2.67 KN] 600 lb 2' [8.9 kN] 2000 Ib [4.45 kN] 400 lb 3' 1000 Ib 3' 3' [0.9m] [1.5 m) 1 [12m] fa6m] [1.8m) [0.9m], [18 m] 0.9m] 100 Ib/1 [1.46 kN/m]300 Ib/t[4.38 KN/m R2 R2 (c) (S)

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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Question

For the beams shown in Figure 3.5, draw the shear diagrams
and note all critical values for shear. Note particularly the maximum
value for shear and the point at which the shear passes through zero.

[71.2 KN)
[53.4 kN]
12 k
16,000 Ib
6'
[1.8m]
10"
10'
[3.0 m)
[3.0 m]
[2.4 m]
200 b/1t
[2.92 kN/m)
A2
(a)
(d)
[44.5 kN)
10 kips
14'
2'
3'
5'
(4.2 m]
[0.6 m)) [0.9 m]
[1.6 m]
750 Ib/11 [10.94 kN/m]
R2
200 ib/ft
500 Ib/ft
[2.92 kN/m]
[7.3 kN/m]
Re
(b)
(e)
[1.78 kN}
[4.0 kN]
900 Ib
5"
[2.67 KN]
600 lb
2'
[8.9 kN]
2000 Ib
[4.45 kN]
400 lb
3'
1000 Ib
3'
3'
[0.9m]
[1.5 m) 1 [12m] fa6m]
[1.8m)
[0.9m],
[18 m]
0.9m]
100 Ib/1 [1.46 kN/m]300 Ib/t[4.38 KN/m
R2
R2
(c)
(S)
Transcribed Image Text:[71.2 KN) [53.4 kN] 12 k 16,000 Ib 6' [1.8m] 10" 10' [3.0 m) [3.0 m] [2.4 m] 200 b/1t [2.92 kN/m) A2 (a) (d) [44.5 kN) 10 kips 14' 2' 3' 5' (4.2 m] [0.6 m)) [0.9 m] [1.6 m] 750 Ib/11 [10.94 kN/m] R2 200 ib/ft 500 Ib/ft [2.92 kN/m] [7.3 kN/m] Re (b) (e) [1.78 kN} [4.0 kN] 900 Ib 5" [2.67 KN] 600 lb 2' [8.9 kN] 2000 Ib [4.45 kN] 400 lb 3' 1000 Ib 3' 3' [0.9m] [1.5 m) 1 [12m] fa6m] [1.8m) [0.9m], [18 m] 0.9m] 100 Ib/1 [1.46 kN/m]300 Ib/t[4.38 KN/m R2 R2 (c) (S)
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