Slope Deflection Method Problem 1 | Analysis of Frames | By Abhishek Civil Tech

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Slope Deflection Method Problem 1 | Analysis of Frames | By Abhishek Civil Tech

Hello Guys Welcome to my channel,

In this video I have explained one problem in Slope Deflection Method. Watch the video till the end so that you can understand the concept of this method. Slope Deflection method is one of the methods used to analyze a frame. This analysis includes slopes and deflections to solve the equations.

In order to reduce the length of the video I have not explained the procedure of drawing Bending Moment Diagram. So I have made a seperate video on it. In that video I have explained the procedure of drawing Bending Moment Diagram clearly. In that video I have taken same moment values as an example. The procedure of drawing BMD is same for any frame.
This channel is completely about Civil Engineering. I will be uploading videos related to Civil Engineering subjects such as STRUCTURAL ANALYSIS, REINFORECED CONCRETE DESIGN, STEEL STRUCTURES,ESTIMATION AND QUANTITY SURVEYING, STRENGTH OF MATERIALS, ENGINEERING MECHANICS, SURVEYING, FLUID MECHANICS, STEEL STRUCTURES. Please do Subscribe this channel for more videos. Thank You and Keep Supporting.

ALSO CHECK OTHER VIDEOS AND PLAYLISTS IN MY CHANNEL. YOU MIGHT FIND SOME USEFUL CONTENT IN IT.

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Cables and Suspension Bridges Playlist :

Arches Playlist :

Analysis of Frames Playlist :

Analysis of Indeterminate Trusses Playlist :

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very nice explanation sir tq u so much sir

akhilkumar
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Excellent sir...sir please do more videos

shortnotesforce
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Excellent sir u r explanation is very well I'm subscribing 😀

Mothernature
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This problems structute analysis paper 1 or paper 2 sa 2..???

mohammadnaseeruddin
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If there is no load on member CD, in shear condition we have to write Mcd+Mdc /5 or not

vallicreations
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Calci lo Ela bro 4 unnay ga and =- 1200 undi look @ 20:22

chandusback-up
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Sir, in AB we have two point loads buts u have calculated only one load

sivakrishna
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7.03 equation Mab value? -96+4EI/5-6EI∆/25

-ShivaKumar-qfxd
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Sir how did you calculated the values of the equations with calculator?

sajeelbilal
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6EI∆/l² is formula but in AB=10m you took 6EI∆/5 it should be 6EI∆/100

ajaytete
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Bro how did you solved those 3 equations can you explain it

sarcastictrippy