Hello,I have to use the unit load method in order to calculate the rotation in this question. Can someone please tell me where I am going wrong? I have attched my workings out For the beam shown below, where:L₁=6 m, L₂=2 mq=19 KNM-18 kN.mCompute the rotation at A in degrees accurate to three decimal places. Take E = 200 KN/mm² and 1= 70*106 mm². Initially assume that rotation at A is clockwise.0.01¶L₁0.626 margin of error +/- 0.001M (2)киъмвт6m8.1++EIчт211818да = II (Узx6x8xosxi)-(12x6x18xzxi)да =F= 200х100I= 70x106144200х18х70х10=²0.0103Correct anseverо семей:0-626

The given beam is statically determinate beam and can be analyzed using the equations of…

Answered: For the beam shown below, where: L₁=6 m…

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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Hello,

I have to use the unit load method in order to calculate the rotation in this question. Can someone please tell me where I am going wrong? I have attched my workings out

For the beam shown below, where:
L₁=6 m
, L₂=2 m
q=19 KN
M-18 kN.m
Compute the rotation at A in degrees accurate to three decimal places. Take E = 200 KN/mm² and 1= 70*106 mm². Initially assume that rotation at A is clockwise.
0.01
¶
L₁
0.626 margin of error +/- 0.001
M

(2)
ки
ъм
вт
6m
8
.
1++
EI
чт
2
118
18
да = II (Узx6x8xosxi)-(12x6x18xzxi)
да =
F= 200х100
I= 70x106
144
200х18х70х10
=²0.0103
Correct ansever
о семей:
0-626

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