Answered: 126° 2.0000 1.00 ??? KN 20kN/m -3.00…

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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Draw the Shear and Moment Diagram in the beam shown below by AREA METHOD. Show the complete area of the curve as your solution. Use dimension of the beam in meters. The unknown concentrated load corresponds to the summation of your name -14

126°
2.0000
1.00
??? KN
20kN/m
3.00
-5.00
10kN/m
-3.00
50kN/m
-2.00

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How did you get these values here? Can you show your solutions.

20kn/m
27.784480
A
11.336kn
3m
16.25kn/m
16.25km
• A B G ↓ ↓ ↓ ↓
326126
sm
→→x₂
43,049kn 48.5297kn
lotn/m 10kn/m
34kn/m
↓
SCH
$CL↓↓, J.
3m
42.9530
17.0933k 17.0933kn
34en/m
89.33
183.0953kn
2m
184kn
Sofn|m
VE

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