Draw qualitative bending moment diagrams on both tension and compression sideof the beams shown below; you are not required to estimate the values. A25 kN/m25 kN/mmic. Elul2 FBHinge Hinge|--3m-4-1.5mt-1.5Sm— 3 m -|· 3 m - -1.5m-1.5m-1.5m-f-1.5m3 m -=115 kN-12 m-12 kB10 ftI30 kNHinge-12 mHT-8A 8A+40 kBD2.5 k/ftH+9m +12m-Hinge10 ft2710 kN/m-24 ft-40 kсE = constant = 29,000 ksiI = 1,000 in.410 ftIEB

Answered: Draw qualitative bending moment…

Draw qualitative bending moment diagrams on both tension and compression side of the beams shown below; you are not required to estimate the values.

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

Draw qualitative bending moment diagrams on both tension and compression side
of the beams shown below; you are not required to estimate the values.

A
25 kN/m
25 kN/m
mic. Elul
2 F
B
Hinge Hinge
|--3m-4-1.5mt-1.5
Sm— 3 m -|
· 3 m - -1.5m-1.5m-1.5m-f-1.5m3 m -
=
115 kN
-12 m-
12 k
B
10 ft
I
30 kN
Hinge
-12 m
H
T-8A 8A+
40 k
B
D
2.5 k/ft
H
+9m +12m-
Hinge
10 ft
27
10 kN/m
-24 ft-
40 k
с
E = constant = 29,000 ksi
I = 1,000 in.4
10 ft
I
E
B

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