Please provide the answer for this question. The layout below shows the residentialand beams.Ad34200슈ABB420028003400View AYou arerequested by the fingineerdiagrams for frame (2, A-C) afterloads on the beams.35003500building columns200200Column SizeBeam Sectionto draw theI 130300Yeone = 25 kr/m²the Emposed load = 4 kv/m²2Finishes on floor- 1 kv/m ²2MomentBendingcatculating the design

Answered: Image /qna-images/answer/64075d4e-5744-4b70-bfb8-833d5b26c13e.jpg

Answered: to draw the You are requested by the…

to draw the You are requested by the fingineer diagrams for frome (2, A-C) ofter calculating on the beams. Bending ofter calculating the design Moment

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

Please provide the answer for this question.

The layout below shows the residential
and beams.
A
d
3
4200
슈
A
B
B
4200
2800
3400
View A
You are
requested by the fingineer
diagrams for frame (2, A-C) after
loads on the beams.
3500
3500
building columns
200
200
Column Size
Beam Section
to draw the
I 130
300
Yeone = 25 kr/m²
the Emposed load = 4 kv/m²
2
Finishes on floor- 1 kv/m ²
2
Moment
Bending
catculating the design

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Step 1: Introduce the problem statement

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Step 2: Evaluate ultimate loads

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Step 3: Classify the slabs

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Step 4: Determine equivalent load

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Step 5: Load acting on beam 2A-C

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Step 6: Analysis of beam

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Step 7: Bending moment diagram

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