use Area Moment Method with drawing and pls do it step by stepDetermine the exernal support reactions using AMM, independently. Afterwards determine the maximum shear and moments by drawing the V&M Diagrams properly. NEED ASAP Answer the following question based on the given beam below. Note that El is constant.XW1PLMAL1AConsider the following values:L1 = 1 mL2 = 2 mL3 = 1 mL4 = 2 mM = 49 kN-mW1 = 57 kN/mP = 56 kN+BL2L3CletoDL4PAS,E

Given:Required:Support reaction, maximum shear force and bending moment

use Area Moment Method with drawing and pls do it step by step Determine the exernal support reactions using AMM, independently. Afterwards determine the maximum shear and moments by drawing the V&M Diagrams properly

use Area Moment Method with drawing and pls do it step by step Determine the exernal support reactions using AMM, independently. Afterwards determine the maximum shear and moments by drawing the V&M Diagrams properly

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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Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

use Area Moment Method with drawing and pls do it step by step

Determine the exernal support reactions using AMM, independently. Afterwards determine the maximum shear and moments by drawing the V&M Diagrams properly. NEED ASAP

Answer the following question based on the given beam below. Note that El is constant.
XW1
PLMA
L1
A
Consider the following values:
L1 = 1 m
L2 = 2 m
L3 = 1 m
L4 = 2 m
M = 49 kN-m
W1 = 57 kN/m
P = 56 kN
+
B
L2
L3
C
leto
D
L4
P
AS,
E

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Step 1: State the given data

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Step 2: Moment by parts

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Step 3: Deflection at D with respect to tangent drawn from A

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Step 4: Support reaction calculation

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Step 5: Shear force and bending moment diagram

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