SIT. 28mL=6mAB200 KN 2m2m1вкнутL=SmImmDA 1.5mсUse TMEE = 2006 PaI= = 1500 x 10 mm ²Det.a.) MAb.) MBc.) Rcd.) Mmane.) So in mm

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Answered: 8m L=6m f B 200 KN 2m N 2m BKN L=Sm Imm…

Engineering

Civil Engineering

8m L=6m f B 200 KN 2m N 2m BKN L=Sm Imm D 41.5m Use TME I= 1500 x 10 mm Det. a.) MA b.) MB c.) Rc d.) Mmax e.) So in mm

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

SIT. 2
8m
L=6m
A
B
200 KN 2m
2m1
вкнут
L=Sm
Imm
D
A 1.5m
с
Use TME
E = 2006 Pa
I= = 1500 x 10 mm ²
Det.
a.) MA
b.) MB
c.) Rc
d.) Mman
e.) So in mm

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Step 1: Given

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Step 2: Simplifying the given beam

Solution

Step 3: Span A'AB

Step 4: Span ABC

Step 5: Determination of 3 moment factor for partial uvl

VIEW

Step 6: Final 3 moment equation for Span ABC

VIEW

Step 7: Determination of support moments

VIEW

Step 8: Free body diagram

VIEW

Step 9: Deflection at D

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Step 10: Deflection at D

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