I. 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 = 2.15x107 KPa Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use l = 1/12 bh^3 and E = 2.15x107 KPa I. I. "Wx(1m)" KN "w" KN/m "Wx1/2" KN/m 1.0 m 2.0 m 5.0 m 5.0 m 5.0 m b= 0.35m h = 0.45m b= 0.30m b = 0.40m h = 0.40m h = 0.50m "Wx(1m)" KN "W" KN/m "Wxi/2" KN/m D 3.0 m 1.0 m 6.0 m 3.0 m 3.0 m b= 0.50m b = 0.55m h = 0.65m b= 0.45m h = 0.55m h = 0.60m II "Wx(1m)" KN "W" KN/m "Wx1/2" KN/m 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b= 0.35m b = 0.25m b = 0.45m h = 0.50m h= 0.70m h = 0.90m

I. 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 = 2.15x107 KPa Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use l = 1/12 bh^3 and E = 2.15x107 KPa I. I. "Wx(1m)" KN "w" KN/m "Wx1/2" KN/m 1.0 m 2.0 m 5.0 m 5.0 m 5.0 m b= 0.35m h = 0.45m b= 0.30m b = 0.40m h = 0.40m h = 0.50m "Wx(1m)" KN "W" KN/m "Wxi/2" KN/m D 3.0 m 1.0 m 6.0 m 3.0 m 3.0 m b= 0.50m b = 0.55m h = 0.65m b= 0.45m h = 0.55m h = 0.60m II "Wx(1m)" KN "W" KN/m "Wx1/2" KN/m 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b= 0.35m b = 0.25m b = 0.45m h = 0.50m h= 0.70m h = 0.90m

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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