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Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) iterations. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa Figure 01 "W/1.5, KN/m"

Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) iterations. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa Figure 01 "W/1.5, KN/m"

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) 1. iterations. I. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use l= 1/12 bh^3 and E = 2.15x10^7 KPa Figure 01 "W/1.5, KN/m" "W/1.75, KN/m" 4.0 m b = 0.35m h 0.40m 5.0 m 6.0 m b= 0.40m b = 0.55m h = 0.40m h = 0.55m D.
Transcribed Image Text:Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) 1. iterations. I. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use l= 1/12 bh^3 and E = 2.15x10^7 KPa Figure 01 "W/1.5, KN/m" "W/1.75, KN/m" 4.0 m b = 0.35m h 0.40m 5.0 m 6.0 m b= 0.40m b = 0.55m h = 0.40m h = 0.55m D.
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